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EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:13: particular soil, land, water and
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:47: disturbance of contaminated soils and contamination perched groundwater and
EN010103-001137-NZT DCO 6.4.46 ES Vol III Appendix 24A Planned Development and Development Allocations.pdf:10: ground preparation and temporary storage of soils and Prairie; British Steel and ha. 364 ha for the date of this permission.“ (Sep 2019)
EN010103-001137-NZT DCO 6.4.46 ES Vol III Appendix 24A Planned Development and Development Allocations.pdf:15: storage of soil. Warrenby Area
EN010103-001137-NZT DCO 6.4.46 ES Vol III Appendix 24A Planned Development and Development Allocations.pdf:15: storage of soil in the area known as the Metals Warrenby Area received and
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:37: soils and water, altering the species composition of
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:70:6.1.56 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:20:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:22: subsoil and remove soil samples;
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:45: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:54: © a soil management plan;
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:61: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:113: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:140: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:164: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:186: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:44: installed for the investigation of soils, groundwater or geotechnical purposes.
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:11:BGS Estimated Soil Chemistry pg 45 Yes Yes
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:11:BGS Urban Soil Chemistry
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: BGS Estimated Soil Chemistry
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: Soil Sample Type: Rural Soil and Sediment 522000
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: BGS Estimated Soil Chemistry
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: Soil Sample Type: Rural Soil and Sediment (E) 522505
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: BGS Estimated Soil Chemistry
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: Soil Sample Type: Rural Soil and Sediment (W) 522505
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: BGS Estimated Soil Chemistry
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: Soil Sample Type: Rural Soil and Sediment (SW) 522505
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: BGS Estimated Soil Chemistry
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:57: Soil Sample Type: Rural Soil and Sediment (S) 522000
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:58: BGS Estimated Soil Chemistry
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:58: Soil Sample Type: Rural Soil and Sediment (SE) 520500
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:58: BGS Measured Urban Soil Chemistry
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:58: BGS Urban Soil Chemistry Averages
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:68:BGS Estimated Soil Chemistry
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:91:Estimated Soil Chemistry Arsenic - Slice C
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:92:Estimated Soil Chemistry Cadmium - Slice C
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:93:Estimated Soil Chemistry Chromium - Slice C
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:94:Estimated Soil Chemistry Lead - Slice C
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:95:Estimated Soil Chemistry Nickel - Slice C
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:36: nitrogen deposition to soils, potentially leading to deleterious effects in resident
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:36: atmosphere is widely known to enhance soil fertility and to lead to eutrophication.
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:38: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:38: soils and water, altering the species composition of
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:39: increase of tall grasses and soil acidification, preventing the ability of terns to breed
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:71:6.1.546.1.51 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:44: decommissioning any boreholes installed for the investigation of soils, groundwater or
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38:removed from the effluent as it percolates through the soil in the drainage field11. The risk of
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:soil through sorption within the aerated soil zone and mineral precipitation. How much
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:phosphorus is removed will depend on the soil type and phosphorus characteristics, mineral
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:percolation rates which will be influenced by the soil type, as if they drain too quickly or to
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:occur which results in the effluent being discharged over the soil surface. Therefore correct
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40: for example fissured geology, insufficient soil below the drainage pipes, known sewer
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40: flooding, soil/geology type and its ability for P sorption/mineralisation or presence of
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40:21 2m is the groundwater depth that represents a low risk, based on very low levels being detected in soil at depth
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:flood data, information on local geology and soils, groundwater phosphorus concentration
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:include investigations, known soil or geological conditions or groundwater water quality (P)
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:data from similar soil/geological conditions.
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:As not all of the phosphorus will be retained by the soil, condition g is to ensure that there is
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:42:This approach does not apply to nitrogen as it does not get taken up by the soil like
EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf:19: The most species-poor grasslands, which occur over deeper richer soils, are
EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf:6:TN5 Previously seeded grassland, on stony soil substrate but with a sward taller
EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf:7:the extraction of soil for during industrial activity. The Fleet is broad and slow as it
EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf:12:Photograph 1. Open semi-improved grassland habitat over thin soils in PCC
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:29: Ref. soils and its final use in connection and
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:51: soils and geology.
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:91: specifically refers to effects on human beings, fauna, flora, soil, water, air, climate,
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:152: Soil and Geology Paragraphs 2.23.2 – 2.23.4 state that Chapter 10 ‘Geology and Hydrogeology’ of ES Volume I considers the
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:152: (EN-4, 2.23) applicants should assess the stability of potential effects of the Proposed Development upon geology and soils. As
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:153: (see Section 4.2 of EN-1) as The Chapter does not identify any particular issues in terms of soils or
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:153: ground or are in industrial use. Soils are recorded as Grade 4 or 5 and are
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:153: HDD. effects on geology, minerals, soils, groundwater, contamination (inclusive of
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:163: unacceptable levels of soil, air, other plans and projects. Furthermore, the assessments in the ES confirm that
EN010103-002729-Response from National Grid Electricity Transmission PLC EMAIL & Attachment.pdf:3: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:16: Civils focussed, followed by soil/water focus, NZT civil
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:26: Geology and Soils
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:27:9.4.19 Cranfield University’s Soilscapes website (Cranfield University, n.d.) indicates
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:27: by loamy and clayey soils of coastal flats with naturally high groundwater.
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:27: soil. The latter is also found in the northern extent of the Study Area north of
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:27: Haverton Hill and toward Billingham. However, due to past development soil
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:27: Ground exist. Finally, sand dune soils are found along the coastal areas to the
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: of soils, sediments, oils, fuels or other construction chemicals, or through
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: existing Made Ground into underlying natural soils or bedrock, pile
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: (impermeable fine / cohesive soils) into a groundwater aquifer; and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: levelling and grading operations result in the disturbance of soils. Exposed
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: soil is more vulnerable to erosion during rainfall events due to loosening and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:78: • Should the GI prove the need for piling or soil mixing to take place, the
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:82: drainage Infrastructure has the potential to mobilise sediments e.g. soils
EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:encountered, nor the extent of the impact of soil and leachate contamination on
EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:Further detail is required on the extent of the impact of soil and leachate
EN010103-002630-NZT DCO 3.3 - Funding Statement - Appendix 6 - NG - Nov 2022 (D13).pdf:17: deploying soil stabilisation technology that
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:166:benefits for the population, soil, biodiversity, and the water cycle and that
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:178: and soil management is also contributing to the development of low-
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:254: protection of the environment (water, air, soil, noise, protection of nature, – the renegotiation of contracts;
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279:TotalEnergies implements a policy of avoiding, reducing and, where – overall monitoring of the environment to identify any soil and
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279:applicable legislation, TotalEnergies has drawn up rules and guidelines impacts related to possible soil and groundwater contamination;
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279:that the Subsidiaries can use to limit the quantities discharged. – assessment of soil and groundwater contamination based on various
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279: and securing of sites, TotalEnergies has created a soil and groundwater
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279:The risks of soil pollution related to TotalEnergies’ operations come that such pollution may incur. For the sites at the end of their activity, the
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:292: (a) The variation in the number of sites is due to changes in scope. environment (water, air or soil) so that appropriate measures can be
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:300: benefits for the population, soil, biodiversity, and the water cycle and that
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:419:benefits for the population, soil, biodiversity, and the water cycle and that on Europe.
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:424: TotalEnergies builds are designed to withstand extreme weather events. soil conditions, etc.) are taken into account. The internal studies
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:432: soil), its residual waste production, its use of natural resources and its this requirement, at year-end 2021, a total of 279 sites operated by the
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:435:The risks of soil pollution related to TotalEnergies’ operations come In addition, a Company rule defines the following minimum requirements:
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:435:waste storage (refer to point 5.5.5 of this chapter). TotalEnergies has impacts related to possible soil and groundwater contamination;
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:435: – assessment of soil and groundwater contamination based on various
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:435:– overall monitoring of the environment to identify any soil and the use of the site.
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:436: dismantling and securing of sites, TotalEnergies has created a soil and chapter). Remediation operations are carried out by specialized entities
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:436: m3 of fresh water, with net consumption of 75 million m3. 54% this volume Sustainable soil use
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:474: reduction of Company's of health and safety risks chain: water, air, soil corruption in purchasing
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:477:the CSR risk mapping for the Company's procurement of goods and waste and end-of-life management; air, water and soil pollution). This
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:482: cuttings and polluted soil at inactive sites, which are counted separately.
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:573: greenhouse gas emissions, water and soil management is also contributing to the
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:105: and BC emissions cut warming in 2030 by half compared with emission processes related to soil condition and wind stress over
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:162: from the land used change and soil disturbance
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:214: natural resources (including water, land, soil and biodiversity) used;
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:214: d) an estimate, by type and quantity, of expected residues and emissions (such as water, air, soil and subsoil
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:217:Physical: topography, geology, soil types and quality, surface, ground and coastal water quality, pollution levels,
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:221: © land, soil, water, air and climate;
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:225:Given that it was not undertaken, the question of soil stability, even though it is fundamental when excavation is
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:229: and natural resources (including water, land, soil and biodiversity) used;
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:229: (b) the use of natural resources, in particular land, soil, water and biodiversity, considering as far as possible
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:229:consider the sustainability of resources as far as possible, in particular land, soil, water, and
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:229:use; can Projects do more with less in terms of energy use, water intake, land and soil use, etc.?
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:229:to air, water, and soil). These inputs and outputs are then assessed in relation to specific environmental
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:275: e.g. natural resources (including water, land, soil, and
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:275: (including water, land, soil and biodiversity), raw
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:275: land, soil and biodiversity), raw materials, and
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:275: natural resources (including water, land, soil,
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:279:2.2 Have the topography, geology and soils of the
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:279: and are the conditions and use of soils been
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:279: described? (including soil quality stability and erosion,
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:282: features and characteristics of soils been
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:283: caused by soil, air or water pollution or noise; effects on
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:283: desiccation of soils)
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:2: significant effects of the Proposed Development on geology, soils and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:2: given to geology, superficial soils and bedrock, geological and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:2: hydrogeological designations, soils and agricultural land classification,
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:4: present unacceptable risks of pollution or harm to soils, geological resources
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:8: disposal of soil will
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:10:Response to that the potential requirement for soil consideration by the
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:10: not be discounted. We would include soil and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12: Soils and agricultural land classification; and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12: Contamination of soils and groundwater.
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12: Assessment of receptor value (sensitivity) for Geology, Soils and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12: DMRB Sustainability & Environmental Appraisal, LA 109 Geology and Soils
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12: determining the value of a resource and typical examples for geology, soils,
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:13: Soils directly supporting an EU Soils Special Area of Conservation (SAC)
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:13: Soils directly supporting a UK Soils SSSI
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:13: Soils supporting non-statutory Soils Local Nature Reserves (LNR), Local
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: Soils supporting non-designated Soils ALC Grade 4 & 5
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: Soils: previously developed land Soils Industrial Land / soils not present
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: The assessment of magnitude of impact for geology, soils and contamination
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: Environmental Appraisal, LA 109 Geology and Soils (Highways England,
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: (geology, soils and contaminated land) with additional Magnitude
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:15: Soils Soil: physical removal or
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:15: permanent sealing of soil
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:15: Soils Permanent loss / reduction of
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:15: one or more soil function(s)
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:15: compaction, erosion of soil
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:16: Soils Temporary loss / reduction of
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:16: one or more soil function(s) and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:16: compaction, erosion of soil
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:17: Soils No discernible loss / reduction
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:17: of soil function(s) that restrict
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:17: Soils No loss / reduction of soil
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:21: Soils – Agricultural Land Classification
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:21:PCC Site Underlain by urban and non-agricultural soils giving the soils a Low resource value.
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:21:CO2 Export Coatham Dunes and Sands; classified as non-agricultural soils. These soils are
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:21:Water Underlain by urban and non-agricultural soils giving the soils a Low resource value.
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:21:CO2 Gathering Underlying soils classified primarily as urban soils with recorded areas of non-
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:21:Network and agricultural, Grade 5 and Grade 4 soils. The urban and non-agricultural soils are
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:21:Natural Gas categorised with a Low resource value. The Grade 4 and 5 soils fall within a Low
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:21:Electrical Classified as urban soils with an area of non-agricultural soils, located south of the
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:21:Connection PCC Site. The urban and non-agricultural soils are deemed to have a Low
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:22:descriptions provided in the BGS GIS data layers; and the superficial geology refers to that present at the top of the natural soil succession. The table identifies surface
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:22:soils and rocks at rock head; soil and rock layers not exposed are not listed. Glacial soils may underlie Blown Sand or Tidal Flat Deposits and not be recorded in the
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:28: Soils and agricultural land classification; and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:28: Contamination to soils and groundwater.
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:29: soil remediation; and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:31:Soils Agricultural Land Value PCC Site Low Soils are recorded as Grade 4 or 5 and are
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:31:Soils Blown Sand and Beach CO2 Export Pipeline High Soils in sensitive environmental
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:32:Soils Tidal Flat Deposits - CO2 Gathering Network and Natural Gas Low Soils supporting non-designated notable or
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:32: these soils are already overlain by Artificial
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:32:Soils Glaciolacustrine Electrical Connection Corridor Low Soils supporting non-designated notable or
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:34: these soils are already overlain by Artificial
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: construction through existing Made Ground into underlying natural soils
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: aquiclude (impermeable fine / cohesive soils) into an aquifer (comprised
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: of coarse or sandy soils);
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: The mobilisation of existing contaminants via the exposure of soils /
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: On site construction traffic, through compaction of the existing soils, could
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: polluting potential (e.g. concrete, fuel, oils and soil) which have the
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: Potential Soil Resource and Agricultural Land Quality
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: largely covered in made ground or in industrial land use. Soils are recorded
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: construction through existing made ground into underlying natural soils
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: existing aquiclude (impermeable fine / cohesive soils) into an aquifer
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: (comprised of coarse or sandy soils).
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: contaminants may result from exposure of soils / increases in rainwater
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:37: Permanent soil loss (until the Site is decommissioned) where permanent
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:37: the low quality of the existing soils and the widespread existing industrial
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:37: Impacts to soil quality, groundwater and watercourses could potentially
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:38: moderate significance on the geology, soils, hydrogeology and contaminated
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:38: import of soils;
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:38: Designing on-site remedial measures that allow re-use of soils and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:38: reduce the requirement for disposal of soils to landfill.
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: Principal Aquifer. Where contaminated soils and elevated groundwater
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:40: facilitate the re-use of materials such as soils and crushed concrete;
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:40: revegetated as soon as possible after construction. Soil excavation will
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:40: reduce the potential for mobilisation of exposed soil and / or sediment.
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:40: exposed soil following reinstatement of the proposed development will be
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:41: contaminants into soils;
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:46:Construction Soils Low Excavation Minor Soils to be stockpiled and re-used Slight P
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:46:Construction Soils Medium Spoil resulting from excavations Minor GI is required to confirm Baseline Slight T
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: contaminated soils and elevated
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48: –B contaminated superficial soils construction of the PCC will be
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48: Where contaminated soils and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:50: Beach and Tidal exposure of soils / increases in
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:50: Tidal Flat Deposits exposure of soils / increases in
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:51: pavements over existing of clean cover, soil treatment, soil
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:51: contaminated soils. stabilisation, removal of localised
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:51: Deposits, Sand GI and soils testing is required to
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:51: – Sand, Silt and Impacts on soil quality arising
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:52:Operation Contamination High Impacts on soil quality could Minor Storage and handling of processed Slight P
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:53:ning (Soils) materials / soil MMP and AMP. (Adverse)
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:53: contaminated soil sources on
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:53:ning (Soils) Impacts on soil quality could MMP and AMP. (Adverse)
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:54:Decommissio Soils Medium Export, excavation, Minor All earthworks operations will need Slight T
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:56: LA 109 Geology and soils (formerly DMRB Volume 11, Section 3, Part 11
EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf:101:substantial costs, including for environmental remediation. In challenging soil conditions, accidents, mechanical and technical
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:25:Base of Section: 2.70 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:25:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:25:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:25:Initial Water Level: 2.14 mBGL E Soil in casing with bottom at impervious boundary
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:25:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:26:Base of Section: 2.70 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:26:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:26:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:26:Initial Water Level: 2.14 mBGL E Soil in casing with bottom at impervious boundary
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:26:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:27:Base of Section: 29.90 mBGL A Soil flush with bottom at impervious boundary
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:27:Diameter of Section: 50.00 mm B Soil flush with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:27:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:27:Initial Water Level: 5.70 mBGL E Soil in casing with bottom at impervious boundary
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:27:Weather Conditions: Rain F Soil in casing with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:28:Base of Section: 29.90 mBGL A Soil flush with bottom at impervious boundary
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:28:Diameter of Section: 50.00 mm B Soil flush with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:28:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:28:Initial Water Level: 5.42 mBGL E Soil in casing with bottom at impervious boundary
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:28:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:29:Base of Section: 5.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:29:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:29:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:29:Initial Water Level: 3.70 mBGL E Soil in casing with bottom at impervious boundary
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:29:Weather Conditions: Raining F Soil in casing with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:30:Base of Section: 5.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:30:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:30:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:30:Initial Water Level: 3.49 mBGL E Soil in casing with bottom at impervious boundary
EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:30:Weather Conditions: Sunny F Soil in casing with bottom in uniform soil
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:26: and soils and plans for private access across the alignments.
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:3: a soil management plan;
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:9: any potentially contaminated soils will be managed in accordance with:
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:9: Defra Construction Code of Practice for the Sustainable Use of Soil on
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:10: classification of soils for re-use or disposal will be derived by the Applicants
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:11:dust from soil and spoil movements equipment and techniques that reduce emissions and incorporate
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:22: Should the ground investigation prove the need for piling or soil
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:22: to facilitate the re-use of materials such as soils and crushed
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:23: after construction. Soil excavation will be undertaken with
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:23: potential for mobilisation of exposed soil and / or sediment. Although
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:23: contamination of controlled waters or soils. All bulk fuel and COSHH
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:24: soil or groundwater contamination that may be encountered. This
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:24: To minimise the effects on soil resources during any earthworks,
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:24: including materials management, high standards of soil handling and
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:24: possible the double handling of soils and the extent to which
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:24: exposed soils will be left vulnerable to erosional processes;
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:25: The disposal of soil waste, contaminated or otherwise, to landfill sites
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:25: contaminating other soils or water, construction workers would be
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:26: contaminants into soils;
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:32: means of escape would be fitted (e.g. battened soil slope or scaffold
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:57:A.2.4 In practical terms, wastes include surplus earthworks materials and soil, scrap,
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:61: • Reuse of materials on-site wherever feasible, e.g. reuse of excavated soil for
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:64:A.7.4 Where possible, excavated earthworks materials and soils arising from the
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:65:A.7.15 The PC will store excavated soils and earthworks materials on-site in stockpiles
EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf:9: including soil and soft rock exposures or the laying, maintenance or
EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf:20: evidence that soil has been removed or industrial disturbance linked to sand
EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf:22: community is found on moist and more nutrient-rich soils in coastal
EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf:27:12.5.21 In contrast, carline thistle remains relatively widespread on calcareous soils
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:3: • a soil management plan;
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:9: any potentially contaminated soils will be managed in accordance with:
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:10: Defra Construction Code of Practice for the Sustainable Use of Soil on
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:10: classification of soils for re-use or disposal will be derived by the Applicants
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:11:dust from soil and spoil movements equipment and techniques that reduce emissions and incorporate
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:22: • Should the ground investigation prove the need for piling or soil
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:22: to facilitate the re-use of materials such as soils and crushed
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:23: after construction. Soil excavation will be undertaken with
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:23: potential for mobilisation of exposed soil and / or sediment. Although
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:23: contamination of controlled waters or soils. All bulk fuel and COSHH
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:24: soil or groundwater contamination that may be encountered. This
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:24: • To minimise the effects on soil resources during any earthworks,
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:24: including materials management, high standards of soil handling and
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:24: possible the double handling of soils and the extent to which
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:24: exposed soils will be left vulnerable to erosional processes;
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:25: • The disposal of soil waste, contaminated or otherwise, to landfill sites
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:25: contaminating other soils or water, construction workers would be
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:26: contaminants into soils;
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:32: means of escape would be fitted (e.g. battened soil slope or scaffold
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:35: This will requirement them to understand the geology and soils
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:40: outs.This will requirement them to understand the geology and soils
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:11:BGS Estimated Soil Chemistry pg 4 Yes
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:11:BGS Urban Soil Chemistry
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:16: BGS Estimated Soil Chemistry
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:16: Soil Sample Type: Rural Soil and Sediment (SE) 521024
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:16: BGS Estimated Soil Chemistry
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:16: Soil Sample Type: Rural Soil and Sediment (S) 521537
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:16: BGS Measured Urban Soil Chemistry
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:16: BGS Urban Soil Chemistry Averages
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:21:BGS Estimated Soil Chemistry
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:37:Estimated Soil Chemistry Cadmium - Slice E
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:38:Estimated Soil Chemistry Chromium - Slice E
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:39:Estimated Soil Chemistry Lead - Slice E
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:40:Estimated Soil Chemistry Nickel - Slice E
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:12:BGS Estimated Soil Chemistry pg 58 Yes
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:12:BGS Urban Soil Chemistry
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:12:BGS Urban Soil Chemistry Averages
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:71: BGS Estimated Soil Chemistry
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:71: Soil Sample Type: Rural Soil and Sediment (NW) 522400
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:71: BGS Estimated Soil Chemistry
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:71: Soil Sample Type: Rural Soil and Sediment (NW) 522320
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:71: BGS Measured Urban Soil Chemistry
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:71: BGS Urban Soil Chemistry Averages
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:106:BGS Estimated Soil Chemistry
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:135:Estimated Soil Chemistry Arsenic - Slice D
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:136:Estimated Soil Chemistry Cadmium - Slice D
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:137:Estimated Soil Chemistry Chromium - Slice D
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:138:Estimated Soil Chemistry Lead - Slice D
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:139:Estimated Soil Chemistry Nickel - Slice D
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:19: drafting, to provide a soil management plan, and to instead obligate the Applicant to remove a
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:25: Geology and Soils
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26:9.4.18 Cranfield University’s Soilscapes website (Cranfield University, n.d.) indicates
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26: by loamy and clayey soils of coastal flats with naturally high groundwater.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26: soil. The latter is also found in the northern extent of the Study Area north of
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26: Haverton Hill and toward Billingham. However, due to past development soil
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26: Ground exist. Finally, sand dune soils are found along the coastal areas to the
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:61: of soils, sediments, oils, fuels or other construction chemicals, or through
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: existing Made Ground into underlying natural soils or bedrock, pile
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: (impermeable fine / cohesive soils) into a groundwater aquifer; and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: levelling and grading operations result in the disturbance of soils. Exposed
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: soil is more vulnerable to erosion during rainfall events due to loosening and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:68: • Should the GI prove the need for piling or soil mixing to take place, the
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:71: drainage Infrastructure has the potential to mobilise sediments e.g. soils
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:172: contaminated soils on site and subsequent re-use. remit. Notwithstanding that, a range of
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:175: contaminated soils on site and subsequent re-
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:683: • The location of any spoil / soils to be stored during (and following) construction.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:689: with ground preparation and the temporary storage of soils and its final use in the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:764: TOP SOIL
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:764: Gable Ends • Slating • Tiling Finest Quality Screened Top Soil. the North Sea.
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:5: soil remediation, levelling using excavated and imported materials, are
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:7: movements and construction/re-instatement works), soil protection and
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:7: handling, and temporary soil storage will be specified in the Final CEMP
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:9: stockpiling of soil/made ground and excavation to approximately 1 m below
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:9: excess soils will be used in the landscaping of the compound perimeter.
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:10: trackway, welding and soils storage;
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:12: 50 m deep). The shaft should be supported by concrete rings to prevent soil slump to
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:15: (under the accumulated weight of the soil/water burden) engineered slurry will
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:17: trackway, and soils stockpiling;
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:21: for treatment at Teesworks’ proposed soil treatment hub, or for off-site
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:21: expected to be generated. Dust generation from soil and spoil management
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:22: soils will be managed in accordance with:
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:22: Defra Construction Code of Practice for the Sustainable Use of Soil on
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:22: of soils for re-use or disposal will be derived by the Applicants in accordance
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:29: Soils on Construction Sites. London: Department for Environment, Food
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:44: installed for the investigation of soils, groundwater or geotechnical purposes.
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:8: R/2019/0427/ soils and its final use in waste water works
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:10: 13. Land between Development of soil Located to the Approved
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:24: and Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - construction works for the Proposed Development,
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:24: approval of the last such matter to be of soil, air, water, or noise considered unlikely.
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:27: and Warrenby Area identified for the storage of soil. construction works for the
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:27: and Warrenby Area identified for the storage of soil in the area construction works for the
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:29:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments No status change that the No status change that the No status change that the No status change that the No status change that the
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:16: Civils focussed, followed by soil/water focus, NZT civil
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:51: contaminated soil’ in Section 10.10.43 of the ES APP-292?
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:16: Civils focussed, followed by soil/water focus, NZT civil
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:4: emissions to air, soil, surface and groundwater, to the
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:12:ES Chapter 5 - Construction Programme and Measures for the management of soils during DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:12:Management earthworks will be included within the CEMP. Soil will 16: Construction environmental management plan
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:12: Code of Practice for the Sustainable Use of Soil on
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: Where contaminated soils and elevated groundwater
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:32: construction. Soil excavation will be undertaken with
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:32: exposed soil and / or sediment. Although not
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:33:Contaminated Land implemented to manage potential impacts on soils and 16: Construction environmental management plan
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:33:ES Chapter 10 - Geology, Hydrogeology and Excavated soils will be stockpiled and re-used within DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:34: use of materials such as soils and crushed concrete. S
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:40: be fitted e.g. battered soil slope or scaffold plank, to
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:59: contamination of controlled waters or soils.
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:60: • a soil management plan;
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:61: deposited dust from soil and spoil movements and
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:65: construction. Soil excavation will be undertaken with
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:65: exposed soil and / or sediment. Although not
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:66: with unexpected soil or groundwater contamination 13: Contaminated Land and Groundwater
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:66:ES Appendix 5A -– Framework CEMP To minimise the effects on soil resources during any DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:66: standards of soil handling and management will be
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:66: double handling of soils and the extent to which
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:66: exposed soils will be left vulnerable to erosional
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:67:ES Appendix 5A -– Framework CEMP The disposal of soil waste, contaminated or otherwise, DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:68: transferred and contaminating other soils or water, 13: Contaminated Land and Groundwater
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:69: the possible infiltration of contaminants into soils
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:74: means of escape would be fitted (e.g. battened soil
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:49: to provide a soil management plan, and to instead obligate the
EN010103-001105-NZT DCO 6.4.18 ES Vol III Appendix 12A Legislation and Planning Policy Relevant to Ecology.pdf:7: provisions relating to controlled weed species. Any soil and waste containing propagules
EN010103-002042-DLA Piper UK LLP - Responses to the ExA’s ExQ2.pdf:6: excavation and the storage of soil / backfill
EN010103-001062-NZT DCO 6.4.26 ES Vol III Appendix 12I Terrestrial Invertebrate Survey Coatham Dunes.pdf:19: ground where the soil is free-draining and sandy. It is
EN010103-001062-NZT DCO 6.4.26 ES Vol III Appendix 12I Terrestrial Invertebrate Survey Coatham Dunes.pdf:19: draining soils. Such sites include post-industrial waste
EN010103-001062-NZT DCO 6.4.26 ES Vol III Appendix 12I Terrestrial Invertebrate Survey Coatham Dunes.pdf:20: Hymenoptera, Crabronidae (Na) soils including sand dunes, heaths and sandy riverbanks.
EN010103-001062-NZT DCO 6.4.26 ES Vol III Appendix 12I Terrestrial Invertebrate Survey Coatham Dunes.pdf:22:habitats on freelydraining soils, but it is likely that they are mainly dependent on calcareous grasslands to sustain viable populations.
EN010103-001062-NZT DCO 6.4.26 ES Vol III Appendix 12I Terrestrial Invertebrate Survey Coatham Dunes.pdf:22:Moderate: species routinely recorded from calcareous grasslands, but also from semi-natural open habitats on freely-draining soils over all
EN010103-001062-NZT DCO 6.4.26 ES Vol III Appendix 12I Terrestrial Invertebrate Survey Coatham Dunes.pdf:63:nettle (Urtica dioica) that typically occurs on nutrient enriched soils. In this instance, it is interpreted that
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:20:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:22: subsoil and remove soil samples;
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:44: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:53: © a soil management plan;
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:60: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:111: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:138: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:162: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:184: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:19:ecological receptors, including water, soil and air.
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:64: of soils and installation of impermeable surfaces (such as at construction
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:10: installed for the investigation of soils, groundwater or geotechnical
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:11: © a soil management plan;
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:98: nutrients are likely to be through the disturbance of in situ nutrient-rich soils
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:16: Civils focussed, followed by soil/water focus, NZT civil
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:30: structures); earthworks (including soil stripping and storage and site
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:64: water quality and resources; and soils and geology.
EN010103-002604-Climate Emergency Policy and Planning (CEPP) - Other- Final submission.pdf:3: (b)the use of natural resources, in particular land, soil, water and biodiversity,
EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf:23: any impacts of emissions to air, soil, surface and groundwater, to the
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:18: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:35: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:35: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:36: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:36: soils and water, altering the species composition of
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:29: structures); earthworks (including soil stripping and storage and site
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:62: water quality and resources; and soils and geology.
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:11: resources (including water, land, soil and biodiversity) used. The likely
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:17: residues and emissions. Specific reference should be made to water, air, soil
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:37: ecological receptors, including water, soil and air. The ES should
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:86:We need to replenish depleted soil, plant trees, support wetlands and peatlands, rid seas and
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:86:water, soil and ecosystems that support all forms of life – since this is an essential basis for
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:23: SUPERFICIAL SOILS CONTRACT 2 (AREA A), FINAL FACTUAL REPORT,
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:24: SUPERFICIAL SOILS CONTRACT 2 (AREA A), FINAL FACTUAL REPORT,
EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf:167: Birds Directive]; © land, soil, water, air and climate; (d) material assets, cultural heritage and the
EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf:168: (for example land take), soil (for example organic matter, erosion, compaction, sealing),
EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf:179: • soils and land use;
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:11: vegetation and soils.
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:12: protected species, vegetation and soils.
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:12: vegetation and soils. Increased
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:12: steelworks abstraction. and soils. Increased distance from
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:13: CO2 Export and soils. Increased distance from
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:13: and soils. Increased distance from
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:13: habitats, vegetation and soils.
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:13: and soils. Increased distance from
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:21:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:23: subsoil and remove soil samples;
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:45: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:52: investigation of soils, groundwater or geotechnical purposes, including details of how
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:54: © a soil management plan;
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:63: “Plans” includes sections, drawings, specifications design data, software, soil reports,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:122: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:130:“plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:155: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:162: “plan” includes all designs, drawings, specifications, method statements, soil reports,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:190: “Plans” includes sections, drawings, specifications design data, software, soil reports,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:229: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:11:BGS Estimated Soil Chemistry pg 67 Yes
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:11:BGS Urban Soil Chemistry
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:74: Stone, Clay, Soils
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:79: BGS Estimated Soil Chemistry
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:79: Soil Sample Type: Rural Soil (NE) 525969
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:79: BGS Estimated Soil Chemistry
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:79: Soil Sample Type: Rural Soil and Sediment (SE) 524931
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:79: BGS Estimated Soil Chemistry
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:79: Soil Sample Type: Rural Soil and Sediment (E) 524922
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:79: BGS Measured Urban Soil Chemistry
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:79: BGS Urban Soil Chemistry Averages
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:92:BGS Estimated Soil Chemistry
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:117:Estimated Soil Chemistry Arsenic - Slice G
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:118:Estimated Soil Chemistry Cadmium - Slice G
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:119:Estimated Soil Chemistry Chromium - Slice G
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:120:Estimated Soil Chemistry Lead - Slice G
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:121:Estimated Soil Chemistry Nickel - Slice G
EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf:300:Sun and Soil Renewable 12 Lim ted (49.97%) 7th Floor, 33 Holborn, London, EC1N 2HU, Un ted Kingdom
EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf:326: integrated prevention and control of air, water and soil pollution arising January 2021, operative EU laws were retained in UK law by the
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:8: R/2019/0427/ soils and its final use in waste water works
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:10: 13. Land between Development of soil Located to the Approved
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:23: and Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - construction works for the Proposed Development,
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:24: approval of the last such matter to be soil, air, water, or noise considered unlikely.
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:26: and Warrenby Area identified for the storage of soil. construction works for the
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:26: and Warrenby Area identified for the storage of soil in the area construction works for the
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:29:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction duration Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments No status change that the No status change that the No status change that the No status change that the Applicants are
EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:19: © a soil management plan;
EN010103-000889-NZT DCO 6.4.28 ES Vol III Appendix 13A Aquatic Ecology Supplementary Desk Study and Field Survey Report.pdf:19: damp soils or inter-tidal
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:11:BGS Estimated Soil Chemistry pg 8 Yes
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:11:BGS Urban Soil Chemistry
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: BGS Estimated Soil Chemistry
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: Soil Sample Type: Sediment (NE) 527335
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: BGS Estimated Soil Chemistry
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: Soil Sample Type: Rural Soil (W) 526586
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: BGS Estimated Soil Chemistry
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: Soil Sample Type: Rural Soil and Sediment (S) 526500
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: BGS Estimated Soil Chemistry
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: Soil Sample Type: Rural Soil and Sediment (N) 526570
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: BGS Measured Urban Soil Chemistry
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:20: BGS Urban Soil Chemistry Averages
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:28:BGS Estimated Soil Chemistry
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:47:Estimated Soil Chemistry Arsenic - Slice H
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:48:Estimated Soil Chemistry Cadmium - Slice H
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:49:Estimated Soil Chemistry Chromium - Slice H
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:50:Estimated Soil Chemistry Lead - Slice H
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:51:Estimated Soil Chemistry Nickel - Slice H
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:37: soils and water, altering the species composition of
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:67:6.1.51 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:8: R/2019/0427/ soils and its final use in waste water works
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:10: 13. Land between Development of soil Located to the Approved
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:23: and Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - construction works for the Proposed Development,
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:24: approval of the last such matter to be soil, air, water, or noise considered unlikely.
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:26: and Warrenby Area identified for the storage of soil. construction works for the
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:26: and Warrenby Area identified for the storage of soil in the area construction works for the
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:29:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction duration Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments No status change that the No status change that the No status change that the No status change that the Applicants are
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:1: SOIL PROPERTIES
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:5:Drained Soil Stiffness Profile 22/10/2021
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Depth below finished ground 25.80 m Soil Properties
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: : 0.000 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Pile Base Area: 0.2827 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Shaft perimeter area 1.88496 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Volume pile material 7.2948 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Compressive Strength: 35.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Material: concrete 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 1500.00 6079.86 1500.00 5.31 14.00 5.85
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 1.38 1.38 1500.00 6079.86 1500.00 5.31 14.00 0.0391 5.81
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 2.75 2.75 1500.00 6079.86 1500.00 5.31 14.00 0.0391 5.77
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 4.13 4.13 1500.00 6079.86 1500.00 5.31 14.00 0.0391 5.74
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 19.46 5.50 5.51 1500.00 6079.85 1500.00 5.31 14.00 0.0391 5.70
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 24.32 6.88 6.88 1500.01 6079.85 1500.01 5.31 14.00 0.0391 5.66
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 29.19 8.25 8.26 1500.01 6079.85 1500.01 5.31 14.00 0.0391 5.62
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 34.05 9.63 9.64 1500.01 6079.85 1500.01 5.31 14.00 0.0391 5.58
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 38.92 11.00 11.02 1500.01 6079.84 1500.01 5.31 14.00 0.0391 5.54
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 43.78 12.38 12.40 1500.02 6079.84 1500.02 5.31 14.00 0.0391 5.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 48.65 13.75 13.78 1500.02 6079.84 1500.02 5.31 14.00 0.0391 5.46
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 53.51 15.13 15.16 1500.02 6079.83 1500.02 5.31 14.00 0.0391 5.42
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 58.38 16.51 16.54 1500.03 6079.83 1500.03 5.31 14.00 0.0391 5.38
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 63.24 17.88 17.92 1500.03 6079.82 1500.03 5.31 14.00 0.0391 5.34
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 68.11 19.26 19.30 1500.04 6079.82 1500.04 5.31 14.00 0.0391 5.31
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 72.97 20.63 20.68 1500.05 6079.81 1500.05 5.31 14.00 0.0391 5.27
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 76.38 21.60 21.65 1500.05 6079.80 1500.05 5.31 14.00 0.0391 5.23
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.06 78.71 22.26 22.31 1500.06 6079.80 1500.06 5.31 14.00 0.0391 5.19
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 81.04 22.91 22.98 1500.07 6079.79 1500.07 5.31 14.00 0.0391 5.15
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 83.37 23.57 23.65 1500.07 6079.78 1500.07 5.31 14.00 0.0391 5.11
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.08 85.71 24.23 24.31 1500.08 6079.78 1500.08 5.31 14.00 0.0391 5.07
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.09 88.04 24.89 24.98 1500.09 6079.77 1500.09 5.31 14.00 0.0391 5.03
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.10 90.37 25.55 25.65 1500.10 6079.76 1500.10 5.31 14.00 0.0391 4.99
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 8.75 4566.76 1291.22 1299.97 1508.75 6071.11 1508.75 5.34 14.00 0.0392 4.95
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 26.23 4685.29 1324.73 1350.97 1526.23 6053.62 1526.23 5.40 14.00 0.0396 4.91
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 44.07 4803.82 1358.25 1402.32 1544.07 6035.78 1544.07 5.46 14.00 0.0400 4.87
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 62.27 4922.35 1391.76 1454.03 1562.27 6017.59 1562.27 5.53 14.00 0.0405 4.83
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 80.81 5040.88 1425.28 1506.09 1580.81 5999.04 1580.81 5.59 14.00 0.0410 4.79
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 99.71 5156.30 1457.91 1557.62 1599.71 5980.14 1599.71 5.66 14.00 0.0415 4.75
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 118.95 5268.59 1489.66 1608.61 1618.95 5960.91 1618.95 5.73 14.00 0.0420 4.71
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 138.52 5380.88 1521.41 1659.93 1638.52 5941.33 1638.52 5.80 14.00 0.0425 4.67
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 157.89 3234.25 914.46 1072.36 1657.89 5921.96 1657.89 5.86 14.00 0.0430 4.62
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 177.05 3300.37 933.16 1110.21 1677.05 5902.81 1677.05 5.93 14.00 0.0435 4.58
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 196.00 2311.45 653.55 849.55 1696.00 5883.86 1696.00 6.00 14.00 0.0440 4.54
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 214.74 2357.85 666.67 881.41 1714.74 5865.11 1714.74 6.06 14.00 0.0445 4.49
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 233.81 2404.24 679.78 913.59 1733.81 5846.05 1733.81 6.13 14.00 0.0450 4.45
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 253.19 2450.64 692.90 946.09 1753.19 5826.67 1753.19 6.20 14.00 0.0455 4.40
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 272.89 2497.03 706.02 978.91 1772.89 5806.96 1772.89 6.27 14.00 0.0460 4.36
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 292.92 2543.42 719.14 1012.05 1792.92 5786.94 1792.92 6.34 14.00 0.0465 4.31
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 313.26 2589.82 732.25 1045.51 1813.26 5766.60 1813.26 6.41 14.00 0.0470 4.26
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 334.49 3839.58 1085.61 1420.11 1834.49 5745.37 1834.49 6.49 14.00 0.0476 4.21
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 356.62 3905.69 1104.31 1460.93 1856.62 5723.24 1856.62 6.57 14.00 0.0481 4.17
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 379.07 3971.81 1123.00 1502.07 1879.07 5700.79 1879.07 6.65 14.00 0.0487 4.12
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 401.85 4037.92 1141.70 1543.54 1901.85 5678.01 1901.85 6.73 14.00 0.0493 4.07
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 424.94 4104.04 1160.39 1585.33 1924.94 5654.91 1924.94 6.81 14.00 0.0499 4.02
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 448.37 4170.15 1179.08 1627.45 1948.37 5631.49 1948.37 6.89 14.00 0.0505 3.97
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 472.11 4236.27 1197.78 1669.89 1972.11 5607.75 1972.11 6.97 14.00 0.0511 3.92
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 496.18 4302.39 1216.47 1712.65 1996.18 5583.68 1996.18 7.06 14.00 0.0517 3.87
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 520.57 4368.50 1235.16 1755.74 2020.57 5559.28 2020.57 7.15 14.00 0.0524 3.81
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 545.29 4434.62 1253.86 1799.15 2045.29 5534.57 2045.29 7.23 14.00 0.0530 3.76
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 570.33 4500.73 1272.55 1842.88 2070.33 5509.53 2070.33 7.32 14.00 0.0536 3.71
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 595.69 4566.85 1291.25 1886.93 2095.69 5484.17 2095.69 7.41 14.00 0.0543 3.65
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 621.37 4632.96 1309.94 1931.31 2121.37 5458.49 2121.37 7.50 14.00 0.0550 3.60
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 647.38 4699.08 1328.63 1976.01 2147.38 5432.48 2147.38 7.59 14.00 0.0556 3.54
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 673.05 3271.61 925.03 1598.08 2173.05 5406.81 2173.05 7.69 14.00 0.0563 3.48
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 698.39 3318.00 938.14 1636.54 2198.39 5381.47 2198.39 7.78 14.00 0.0570 3.43
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 724.05 3364.40 951.26 1675.31 2224.05 5355.81 2224.05 7.87 14.00 0.0576 3.37
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 750.02 3410.79 964.38 1714.40 2250.02 5329.83 2250.02 7.96 14.00 0.0583 3.31
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 776.32 3457.19 977.50 1753.81 2276.32 5303.54 2276.32 8.05 14.00 0.0590 3.25
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 802.93 3503.58 990.61 1793.54 2302.93 5276.93 2302.93 8.14 14.00 0.0597 3.19
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 829.85 3549.97 1003.73 1833.59 2329.85 5250.00 2329.85 8.24 14.00 0.0604 3.13
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 857.10 3596.37 1016.85 1873.95 2357.10 5222.76 2357.10 8.34 14.00 0.0611 3.07
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 884.66 3642.76 1029.97 1914.63 2384.66 5195.20 2384.66 8.43 14.00 0.0618 3.01
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 912.54 3689.16 1043.08 1955.62 2412.54 5167.32 2412.54 8.53 14.00 0.0625 2.95
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 940.74 3735.55 1056.20 1996.94 2440.74 5139.12 2440.74 8.63 14.00 0.0633 2.88
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 969.25 3781.94 1069.32 2038.57 2469.25 5110.61 2469.25 8.73 14.00 0.0640 2.82
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 998.08 3828.34 1082.44 2080.52 2498.08 5081.78 2498.08 8.84 14.00 0.0648 2.76
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 1027.23 3874.73 1095.55 2122.79 2527.23 5052.63 2527.23 8.94 14.00 0.0655 2.69
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 1056.70 3921.13 1108.67 2165.37 2556.70 5023.16 2556.70 9.04 14.00 0.0663 2.62
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 1093.94 4492.52 1270.23 2364.17 2593.94 4985.92 2593.94 9.17 14.00 0.0671 2.56
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 1139.01 4550.72 1286.69 2425.69 2639.01 4940.85 2639.01 9.33 14.00 0.0682 2.49
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 1184.47 4608.93 1303.14 2487.62 2684.47 4895.39 2684.47 9.49 14.00 0.0694 2.42
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 1230.34 4667.13 1319.60 2549.94 2730.34 4849.52 2730.34 9.66 14.00 0.0706 2.35
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 1276.60 4725.34 1336.06 2612.66 2776.60 4803.26 2776.60 9.82 14.00 0.0718 2.28
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 1323.26 4783.55 1352.52 2675.77 2823.26 4756.60 2823.26 9.99 14.00 0.0730 2.20
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 1370.31 4841.75 1368.97 2739.29 2870.31 4709.54 2870.31 10.15 14.00 0.0742 2.13
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 1417.77 4899.96 1385.43 2803.20 2917.77 4662.09 2917.77 10.32 14.00 0.0755 2.05
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 1465.61 4958.17 1401.89 2867.50 2965.61 4614.24 2965.61 10.49 14.00 0.0767 1.98
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 1513.86 5016.37 1418.35 2932.20 3013.86 4566.00 3013.86 10.66 14.00 0.0779 1.90
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 1562.49 5074.58 1434.80 2997.30 3062.49 4517.36 3062.49 10.83 14.00 0.0792 1.82
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 1611.52 5132.78 1451.26 3062.78 3111.52 4468.33 3111.52 11.00 14.00 0.0805 1.74
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 1660.95 5190.99 1467.72 3128.66 3160.95 4418.91 3160.95 11.18 14.00 0.0818 1.66
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 1710.76 5249.20 1484.18 3194.94 3210.76 4369.10 3210.76 11.36 14.00 0.0831 1.57
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 1760.97 5307.40 1500.63 3261.60 3260.97 4318.89 3260.97 11.53 14.00 0.0844 1.49
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 1811.57 5365.61 1517.09 3328.66 3311.57 4268.29 3311.57 11.71 14.00 0.0857 1.40
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 1863.30 6155.03 1740.29 3603.60 3363.30 4216.56 3363.30 11.90 14.00 0.0870 1.32
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 1916.22 6234.60 1762.79 3679.01 3416.22 4163.64 3416.22 12.08 14.00 0.0884 1.23
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 1969.61 6314.16 1785.29 3754.89 3469.61 4110.25 3469.61 12.27 14.00 0.0898 1.14
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 2023.47 6393.73 1807.78 3831.26 3523.47 4056.38 3523.47 12.46 14.00 0.0912 1.05
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 2077.81 6473.29 1830.28 3908.09 3577.81 4002.04 3577.81 12.65 14.00 0.0926 0.96
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 2132.63 6552.85 1852.78 3985.41 3632.63 3947.23 3632.63 12.85 14.00 0.0940 0.86
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 2187.92 6632.42 1875.27 4063.19 3687.92 3891.94 3687.92 13.04 14.00 0.0954 0.77
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 2243.68 6711.98 1897.77 4141.45 3743.68 3836.18 3743.68 13.24 14.00 0.0969 0.67
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Depth below finished ground 25.80 m Soil Properties
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: : 0.000 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Pile Base Area: 0.4418 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Shaft perimeter area 2.35619 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Volume pile material 11.3981 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Compressive Strength: 35.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Material: concrete 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 2500.00 8395.04 2500.00 5.66 14.00 5.75
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 2.15 2.15 2500.00 8395.04 2500.00 5.66 14.00 0.0417 5.70
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 4.30 4.30 2500.00 8395.04 2500.00 5.66 14.00 0.0417 5.66
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 6.45 6.45 2500.00 8395.04 2500.00 5.66 14.00 0.0417 5.62
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 19.46 8.60 8.60 2500.00 8395.03 2500.00 5.66 14.00 0.0417 5.58
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 24.32 10.75 10.75 2500.01 8395.03 2500.01 5.66 14.00 0.0417 5.54
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 29.19 12.89 12.90 2500.01 8395.03 2500.01 5.66 14.00 0.0417 5.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 34.05 15.04 15.06 2500.01 8395.02 2500.01 5.66 14.00 0.0417 5.45
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 38.92 17.19 17.21 2500.02 8395.02 2500.02 5.66 14.00 0.0417 5.41
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 43.78 19.34 19.36 2500.02 8395.02 2500.02 5.66 14.00 0.0417 5.37
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 48.65 21.49 21.52 2500.03 8395.01 2500.03 5.66 14.00 0.0417 5.33
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 53.51 23.64 23.67 2500.03 8395.01 2500.03 5.66 14.00 0.0417 5.29
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 58.38 25.79 25.83 2500.04 8395.00 2500.04 5.66 14.00 0.0417 5.25
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 63.24 27.94 27.98 2500.04 8394.99 2500.04 5.66 14.00 0.0417 5.20
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 68.11 30.09 30.14 2500.05 8394.99 2500.05 5.66 14.00 0.0417 5.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.06 72.97 32.24 32.30 2500.06 8394.98 2500.06 5.66 14.00 0.0417 5.12
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 76.38 33.74 33.81 2500.07 8394.97 2500.07 5.66 14.00 0.0417 5.08
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 78.71 34.77 34.85 2500.07 8394.96 2500.07 5.66 14.00 0.0417 5.04
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.08 81.04 35.80 35.89 2500.08 8394.95 2500.08 5.66 14.00 0.0417 5.00
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.09 83.37 36.83 36.93 2500.09 8394.95 2500.09 5.66 14.00 0.0417 4.95
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.10 85.71 37.86 37.96 2500.10 8394.94 2500.10 5.66 14.00 0.0417 4.91
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.11 88.04 38.89 39.00 2500.11 8394.93 2500.11 5.66 14.00 0.0417 4.87
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.12 90.37 39.92 40.04 2500.12 8394.92 2500.12 5.66 14.00 0.0417 4.83
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 10.94 4566.76 2017.53 2028.47 2510.94 8384.10 2510.94 5.68 14.00 0.0418 4.79
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 32.79 4685.29 2069.90 2102.69 2532.79 8362.24 2532.79 5.73 14.00 0.0421 4.74
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 55.09 4803.82 2122.26 2177.35 2555.09 8339.95 2555.09 5.78 14.00 0.0424 4.70
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 77.83 4922.35 2174.63 2252.46 2577.83 8317.20 2577.83 5.84 14.00 0.0428 4.66
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 101.02 5040.88 2226.99 2328.01 2601.02 8294.02 2601.02 5.89 14.00 0.0432 4.62
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 124.64 5156.30 2277.98 2402.62 2624.64 8270.40 2624.64 5.94 14.00 0.0436 4.57
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 148.69 5268.59 2327.59 2476.28 2648.69 8246.35 2648.69 6.00 14.00 0.0440 4.53
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 173.16 5380.88 2377.20 2550.36 2673.16 8221.88 2673.16 6.05 14.00 0.0444 4.48
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 197.37 3234.25 1428.85 1626.21 2697.37 8197.67 2697.37 6.11 14.00 0.0448 4.44
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 221.31 3300.37 1458.06 1679.37 2721.31 8173.73 2721.31 6.16 14.00 0.0452 4.39
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 245.00 2311.45 1021.17 1266.17 2745.00 8150.04 2745.00 6.21 14.00 0.0456 4.35
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 268.43 2357.85 1041.66 1310.10 2768.43 8126.61 2768.43 6.27 14.00 0.0460 4.30
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 292.26 2404.24 1062.16 1354.42 2792.26 8102.78 2792.26 6.32 14.00 0.0464 4.26
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 316.49 2450.64 1082.66 1399.15 2816.49 8078.55 2816.49 6.38 14.00 0.0468 4.21
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 341.12 2497.03 1103.15 1444.27 2841.12 8053.92 2841.12 6.43 14.00 0.0472 4.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 366.14 2543.42 1123.65 1489.80 2866.14 8028.89 2866.14 6.49 14.00 0.0476 4.11
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 391.57 2589.82 1144.15 1535.72 2891.57 8003.47 2891.57 6.55 14.00 0.0480 4.07
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 418.11 3839.58 1696.27 2114.39 2918.11 7976.92 2918.11 6.61 14.00 0.0485 4.02
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 445.77 3905.69 1725.48 2171.26 2945.77 7949.26 2945.77 6.67 14.00 0.0489 3.97
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 473.84 3971.81 1754.69 2228.53 2973.84 7921.20 2973.84 6.73 14.00 0.0494 3.92
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 502.31 4037.92 1783.90 2286.21 3002.31 7892.73 3002.31 6.80 14.00 0.0499 3.87
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 531.18 4104.04 1813.11 2344.29 3031.18 7863.86 3031.18 6.86 14.00 0.0503 3.82
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 560.46 4170.15 1842.32 2402.78 3060.46 7834.58 3060.46 6.93 14.00 0.0508 3.77
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 590.14 4236.27 1871.53 2461.67 3090.14 7804.90 3090.14 6.99 14.00 0.0513 3.72
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 620.23 4302.39 1900.74 2520.96 3120.23 7774.81 3120.23 7.06 14.00 0.0518 3.67
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 650.72 4368.50 1929.94 2580.66 3150.72 7744.32 3150.72 7.13 14.00 0.0523 3.61
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 681.61 4434.62 1959.15 2640.76 3181.61 7713.43 3181.61 7.20 14.00 0.0528 3.56
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 712.91 4500.73 1988.36 2701.27 3212.91 7682.13 3212.91 7.27 14.00 0.0533 3.51
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 744.61 4566.85 2017.57 2762.18 3244.61 7650.43 3244.61 7.34 14.00 0.0539 3.45
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 776.71 4632.96 2046.78 2823.49 3276.71 7618.32 3276.71 7.42 14.00 0.0544 3.40
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 809.22 4699.08 2075.99 2885.21 3309.22 7585.81 3309.22 7.49 14.00 0.0549 3.34
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 841.32 3271.61 1445.35 2286.67 3341.32 7553.72 3341.32 7.56 14.00 0.0555 3.29
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 872.99 3318.00 1465.85 2338.84 3372.99 7522.05 3372.99 7.63 14.00 0.0560 3.23
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 905.06 3364.40 1486.35 2391.41 3405.06 7489.98 3405.06 7.71 14.00 0.0565 3.18
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 937.53 3410.79 1506.84 2444.37 3437.53 7457.51 3437.53 7.78 14.00 0.0571 3.12
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 970.40 3457.19 1527.34 2497.73 3470.40 7424.64 3470.40 7.86 14.00 0.0576 3.06
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 1003.66 3503.58 1547.83 2551.49 3503.66 7391.38 3503.66 7.93 14.00 0.0582 3.00
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 1037.32 3549.97 1568.33 2605.65 3537.32 7357.72 3537.32 8.01 14.00 0.0587 2.94
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 1071.37 3596.37 1588.83 2660.20 3571.37 7323.66 3571.37 8.08 14.00 0.0593 2.89
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 1105.83 3642.76 1609.32 2715.15 3605.83 7289.21 3605.83 8.16 14.00 0.0599 2.83
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 1140.68 3689.16 1629.82 2770.49 3640.68 7254.36 3640.68 8.24 14.00 0.0605 2.76
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 1175.92 3735.55 1650.32 2826.24 3675.92 7219.12 3675.92 8.32 14.00 0.0610 2.70
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 1211.56 3781.94 1670.81 2882.38 3711.56 7183.47 3711.56 8.40 14.00 0.0616 2.64
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 1247.60 3828.34 1691.31 2938.91 3747.60 7147.43 3747.60 8.48 14.00 0.0622 2.58
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 1284.04 3874.73 1711.80 2995.84 3784.04 7111.00 3784.04 8.57 14.00 0.0628 2.52
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 1320.87 3921.13 1732.30 3053.17 3820.87 7074.17 3820.87 8.65 14.00 0.0634 2.45
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 1367.43 4492.52 1984.73 3352.16 3867.43 7027.61 3867.43 8.75 14.00 0.0641 2.39
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 1423.76 4550.72 2010.45 3434.21 3923.76 6971.28 3923.76 8.88 14.00 0.0650 2.32
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 1480.59 4608.93 2036.16 3516.75 3980.59 6914.45 3980.59 9.01 14.00 0.0659 2.26
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 1537.92 4667.13 2061.88 3599.80 4037.92 6857.12 4037.92 9.14 14.00 0.0669 2.19
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 1595.75 4725.34 2087.59 3683.34 4095.75 6799.29 4095.75 9.27 14.00 0.0679 2.12
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 1654.07 4783.55 2113.31 3767.38 4154.07 6740.96 4154.07 9.40 14.00 0.0688 2.06
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 1712.89 4841.75 2139.02 3851.91 4212.89 6682.14 4212.89 9.54 14.00 0.0698 1.99
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 1772.21 4899.96 2164.74 3936.94 4272.21 6622.83 4272.21 9.67 14.00 0.0708 1.91
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 1832.02 4958.17 2190.45 4022.47 4332.02 6563.02 4332.02 9.81 14.00 0.0718 1.84
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 1892.32 5016.37 2216.16 4108.49 4392.32 6502.72 4392.32 9.94 14.00 0.0728 1.77
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 1953.12 5074.58 2241.88 4195.00 4453.12 6441.92 4453.12 10.08 14.00 0.0738 1.70
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 2014.40 5132.78 2267.59 4282.00 4514.40 6380.63 4514.40 10.22 14.00 0.0748 1.62
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 2076.18 5190.99 2293.31 4369.49 4576.18 6318.85 4576.18 10.36 14.00 0.0758 1.55
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 2138.45 5249.20 2319.02 4457.48 4638.45 6256.59 4638.45 10.50 14.00 0.0769 1.47
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 2201.21 5307.40 2344.74 4545.95 4701.21 6193.83 4701.21 10.64 14.00 0.0779 1.39
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 2264.46 5365.61 2370.45 4634.91 4764.46 6130.58 4764.46 10.78 14.00 0.0790 1.31
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 2329.13 6155.03 2719.21 5048.34 4829.13 6065.91 4829.13 10.93 14.00 0.0800 1.23
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 2395.27 6234.60 2754.36 5149.63 4895.27 5999.77 4895.27 11.08 14.00 0.0811 1.15
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 2462.01 6314.16 2789.51 5251.52 4962.01 5933.03 4962.01 11.23 14.00 0.0822 1.07
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 2529.34 6393.73 2824.66 5354.00 5029.34 5865.69 5029.34 11.38 14.00 0.0834 0.98
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 2597.27 6473.29 2859.81 5457.08 5097.27 5797.77 5097.27 11.54 14.00 0.0845 0.90
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 2665.79 6552.85 2894.96 5560.75 5165.79 5729.25 5165.79 11.69 14.00 0.0856 0.81
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 2734.90 6632.42 2930.11 5665.01 5234.90 5660.14 5234.90 11.85 14.00 0.0868 0.73
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 2804.60 6711.98 2965.26 5769.86 5304.60 5590.44 5304.60 12.01 14.00 0.0879 0.64
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Depth below finished ground 25.80 m Soil Properties
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: : 0.000 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Pile Base Area: 0.6362 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Shaft perimeter area 2.82743 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Volume pile material 16.4133 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Compressive Strength: 35.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Material: concrete 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 3000.00 11028.30 3000.00 4.72 14.00 4.86
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 3.09 3.10 3000.00 11028.30 3000.00 4.72 14.00 0.0348 4.82
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 6.19 6.19 3000.00 11028.30 3000.00 4.72 14.00 0.0348 4.79
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 9.28 9.29 3000.00 11028.30 3000.00 4.72 14.00 0.0348 4.75
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 19.46 12.38 12.38 3000.00 11028.30 3000.00 4.72 14.00 0.0348 4.72
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 24.32 15.47 15.48 3000.01 11028.30 3000.01 4.72 14.00 0.0348 4.68
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 29.19 18.57 18.58 3000.01 11028.29 3000.01 4.72 14.00 0.0348 4.65
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 34.05 21.66 21.68 3000.02 11028.29 3000.02 4.72 14.00 0.0348 4.61
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 38.92 24.76 24.78 3000.02 11028.28 3000.02 4.72 14.00 0.0348 4.58
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 43.78 27.85 27.88 3000.03 11028.28 3000.03 4.72 14.00 0.0348 4.54
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 48.65 30.95 30.98 3000.03 11028.27 3000.03 4.72 14.00 0.0348 4.51
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 53.51 34.04 34.08 3000.04 11028.27 3000.04 4.72 14.00 0.0348 4.47
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 58.38 37.14 37.18 3000.04 11028.26 3000.04 4.72 14.00 0.0348 4.44
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 63.24 40.23 40.28 3000.05 11028.25 3000.05 4.72 14.00 0.0348 4.40
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.06 68.11 43.33 43.39 3000.06 11028.24 3000.06 4.72 14.00 0.0348 4.37
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 72.97 46.42 46.49 3000.07 11028.23 3000.07 4.72 14.00 0.0348 4.33
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.08 76.38 48.59 48.67 3000.08 11028.22 3000.08 4.72 14.00 0.0348 4.30
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.09 78.71 50.07 50.16 3000.09 11028.21 3000.09 4.72 14.00 0.0348 4.26
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.10 81.04 51.56 51.66 3000.10 11028.20 3000.10 4.72 14.00 0.0348 4.23
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.11 83.37 53.04 53.15 3000.11 11028.19 3000.11 4.72 14.00 0.0348 4.19
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.12 85.71 54.52 54.64 3000.12 11028.18 3000.12 4.72 14.00 0.0348 4.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.13 88.04 56.01 56.14 3000.13 11028.17 3000.13 4.72 14.00 0.0348 4.13
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.14 90.37 57.49 57.63 3000.14 11028.16 3000.14 4.72 14.00 0.0348 4.09
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 13.13 4566.76 2905.25 2918.37 3013.13 11015.18 3013.13 4.74 14.00 0.0348 4.06
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 39.35 4685.29 2980.65 3020.00 3039.35 10988.95 3039.35 4.78 14.00 0.0351 4.02
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 66.11 4803.82 3056.06 3122.17 3066.11 10962.19 3066.11 4.82 14.00 0.0354 3.99
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 93.40 4922.35 3131.47 3224.87 3093.40 10934.90 3093.40 4.86 14.00 0.0357 3.95
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 121.22 5040.88 3206.87 3328.09 3121.22 10907.08 3121.22 4.91 14.00 0.0360 3.91
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 149.57 5156.30 3280.29 3429.86 3149.57 10878.73 3149.57 4.95 14.00 0.0363 3.88
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 178.43 5268.59 3351.73 3530.16 3178.43 10849.88 3178.43 5.00 14.00 0.0367 3.84
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 207.79 5380.88 3423.17 3630.96 3207.79 10820.52 3207.79 5.04 14.00 0.0370 3.80
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 236.84 3234.25 2057.54 2294.38 3236.84 10791.46 3236.84 5.09 14.00 0.0373 3.77
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 265.57 3300.37 2099.60 2365.18 3265.57 10762.73 3265.57 5.13 14.00 0.0377 3.73
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 294.00 2311.45 1470.48 1764.48 3294.00 10734.30 3294.00 5.18 14.00 0.0380 3.69
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 322.12 2357.85 1500.00 1822.11 3322.12 10706.19 3322.12 5.22 14.00 0.0383 3.65
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 350.71 2404.24 1529.51 1880.22 3350.71 10677.59 3350.71 5.27 14.00 0.0387 3.61
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 379.79 2450.64 1559.03 1938.81 3379.79 10648.52 3379.79 5.31 14.00 0.0390 3.57
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 409.34 2497.03 1588.54 1997.88 3409.34 10618.96 3409.34 5.36 14.00 0.0393 3.54
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 439.37 2543.42 1618.06 2057.43 3439.37 10588.93 3439.37 5.41 14.00 0.0397 3.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 469.89 2589.82 1647.57 2117.46 3469.89 10558.42 3469.89 5.45 14.00 0.0400 3.46
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 501.74 3839.58 2442.63 2944.37 3501.74 10526.57 3501.74 5.50 14.00 0.0404 3.42
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 534.93 3905.69 2484.69 3019.62 3534.93 10493.38 3534.93 5.56 14.00 0.0408 3.37
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 568.61 3971.81 2526.76 3095.36 3568.61 10459.70 3568.61 5.61 14.00 0.0412 3.33
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 602.77 4037.92 2568.82 3171.58 3602.77 10425.54 3602.77 5.66 14.00 0.0415 3.29
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 637.42 4104.04 2610.88 3248.29 3637.42 10390.89 3637.42 5.72 14.00 0.0419 3.25
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 672.55 4170.15 2652.94 3325.49 3672.55 10355.75 3672.55 5.77 14.00 0.0424 3.21
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 708.17 4236.27 2695.00 3403.17 3708.17 10320.14 3708.17 5.83 14.00 0.0428 3.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 744.27 4302.39 2737.06 3481.33 3744.27 10284.03 3744.27 5.89 14.00 0.0432 3.12
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 780.86 4368.50 2779.12 3559.98 3780.86 10247.44 3780.86 5.94 14.00 0.0436 3.08
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 817.93 4434.62 2821.18 3639.11 3817.93 10210.37 3817.93 6.00 14.00 0.0440 3.03
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 855.49 4500.73 2863.24 3718.73 3855.49 10172.81 3855.49 6.06 14.00 0.0445 2.99
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 893.53 4566.85 2905.30 3798.83 3893.53 10134.77 3893.53 6.12 14.00 0.0449 2.94
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 932.06 4632.96 2947.36 3879.42 3932.06 10096.25 3932.06 6.18 14.00 0.0453 2.90
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 971.07 4699.08 2989.43 3960.49 3971.07 10057.24 3971.07 6.24 14.00 0.0458 2.85
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 1009.58 3271.61 2081.31 3090.89 4009.58 10018.73 4009.58 6.30 14.00 0.0462 2.81
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 1047.59 3318.00 2110.82 3158.41 4047.59 9980.72 4047.59 6.36 14.00 0.0467 2.76
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 1086.07 3364.40 2140.34 3226.41 4086.07 9942.23 4086.07 6.42 14.00 0.0471 2.71
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 1125.04 3410.79 2169.85 3294.89 4125.04 9903.27 4125.04 6.48 14.00 0.0476 2.67
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 1164.47 3457.19 2199.37 3363.84 4164.47 9863.83 4164.47 6.55 14.00 0.0480 2.62
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 1204.39 3503.58 2228.88 3433.27 4204.39 9823.91 4204.39 6.61 14.00 0.0485 2.57
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 1244.78 3549.97 2258.40 3503.18 4244.78 9783.52 4244.78 6.67 14.00 0.0490 2.52
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 1285.65 3596.37 2287.91 3573.56 4285.65 9742.66 4285.65 6.74 14.00 0.0494 2.47
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 1326.99 3642.76 2317.43 3644.42 4326.99 9701.31 4326.99 6.80 14.00 0.0499 2.42
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 1368.81 3689.16 2346.94 3715.75 4368.81 9659.49 4368.81 6.87 14.00 0.0504 2.37
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 1411.11 3735.55 2376.45 3787.56 4411.11 9617.20 4411.11 6.93 14.00 0.0509 2.32
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 1453.88 3781.94 2405.97 3859.85 4453.88 9574.43 4453.88 7.00 14.00 0.0514 2.27
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 1497.12 3828.34 2435.48 3932.61 4497.12 9531.18 4497.12 7.07 14.00 0.0519 2.22
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 1540.85 3874.73 2465.00 4005.84 4540.85 9487.46 4540.85 7.14 14.00 0.0524 2.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 1585.04 3921.13 2494.51 4079.56 4585.04 9443.26 4585.04 7.21 14.00 0.0529 2.11
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 1640.91 4492.52 2858.01 4498.93 4640.91 9387.39 4640.91 7.30 14.00 0.0535 2.06
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 1708.51 4550.72 2895.04 4603.55 4708.51 9319.79 4708.51 7.40 14.00 0.0542 2.00
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 1776.71 4608.93 2932.07 4708.78 4776.71 9251.60 4776.71 7.51 14.00 0.0550 1.95
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 1845.50 4667.13 2969.10 4814.61 4845.50 9182.80 4845.50 7.62 14.00 0.0557 1.89
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 1914.90 4725.34 3006.13 4921.03 4914.90 9113.41 4914.90 7.73 14.00 0.0565 1.84
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 1984.89 4783.55 3043.16 5028.05 4984.89 9043.42 4984.89 7.84 14.00 0.0574 1.78
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 2055.47 4841.75 3080.19 5135.66 5055.47 8972.83 5055.47 7.95 14.00 0.0582 1.72
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 2126.65 4899.96 3117.22 5243.87 5126.65 8901.65 5126.65 8.06 14.00 0.0590 1.66
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 2198.42 4958.17 3154.25 5352.67 5198.42 8829.88 5198.42 8.17 14.00 0.0598 1.60
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 2270.78 5016.37 3191.28 5462.06 5270.78 8757.52 5270.78 8.29 14.00 0.0607 1.54
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 2343.74 5074.58 3228.31 5572.05 5343.74 8684.56 5343.74 8.40 14.00 0.0615 1.48
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 2417.28 5132.78 3265.34 5682.62 5417.28 8611.02 5417.28 8.52 14.00 0.0623 1.42
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 2491.42 5190.99 3302.37 5793.78 5491.42 8536.88 5491.42 8.63 14.00 0.0632 1.35
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 2566.14 5249.20 3339.39 5905.54 5566.14 8462.16 5566.14 8.75 14.00 0.0641 1.29
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 2641.45 5307.40 3376.42 6017.88 5641.45 8386.85 5641.45 8.87 14.00 0.0649 1.23
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 2717.35 5365.61 3413.45 6130.80 5717.35 8310.95 5717.35 8.99 14.00 0.0658 1.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 2794.95 6155.03 3915.66 6710.62 5794.95 8233.35 5794.95 9.11 14.00 0.0667 1.09
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 2874.33 6234.60 3966.28 6840.60 5874.33 8153.98 5874.33 9.23 14.00 0.0676 1.03
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 2954.41 6314.16 4016.90 6971.31 5954.41 8073.89 5954.41 9.36 14.00 0.0685 0.96
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 3035.21 6393.73 4067.51 7102.72 6035.21 7993.09 6035.21 9.49 14.00 0.0695 0.89
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 3116.72 6473.29 4118.13 7234.85 6116.72 7911.58 6116.72 9.61 14.00 0.0704 0.82
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 3198.94 6552.85 4168.75 7367.69 6198.94 7829.36 6198.94 9.74 14.00 0.0714 0.75
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 3281.87 6632.42 4219.36 7501.24 6281.87 7746.43 6281.87 9.87 14.00 0.0723 0.67
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 3365.52 6711.98 4269.98 7635.49 6365.52 7662.79 6365.52 10.01 14.00 0.0733 0.60
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Depth below finished ground 25.80 m Soil Properties
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: : 0.000 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Pile Base Area: 1.1310 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Shaft perimeter area 3.76991 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Volume pile material 29.1791 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Compressive Strength: 35.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Material: concrete 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 14000.00 17249.10 14000.00 12.38 14.00 9.25
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 5.50 5.50 14000.00 17249.09 14000.00 12.38 14.00 0.0912 9.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 11.00 11.01 14000.00 17249.09 14000.00 12.38 14.00 0.0912 9.07
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 16.51 16.51 14000.00 17249.09 14000.00 12.38 14.00 0.0912 8.98
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 19.46 22.01 22.01 14000.01 17249.09 14000.01 12.38 14.00 0.0912 8.89
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 24.32 27.51 27.52 14000.01 17249.08 14000.01 12.38 14.00 0.0912 8.80
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 29.19 33.01 33.03 14000.01 17249.08 14000.01 12.38 14.00 0.0912 8.71
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 34.05 38.51 38.53 14000.02 17249.07 14000.02 12.38 14.00 0.0912 8.62
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 38.92 44.01 44.04 14000.03 17249.07 14000.03 12.38 14.00 0.0912 8.52
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 43.78 49.52 49.55 14000.03 17249.06 14000.03 12.38 14.00 0.0912 8.43
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 48.65 55.02 55.06 14000.04 17249.05 14000.04 12.38 14.00 0.0912 8.34
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 53.51 60.52 60.57 14000.05 17249.05 14000.05 12.38 14.00 0.0912 8.25
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.06 58.38 66.02 66.08 14000.06 17249.04 14000.06 12.38 14.00 0.0912 8.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 63.24 71.52 71.59 14000.07 17249.03 14000.07 12.38 14.00 0.0912 8.07
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.08 68.11 77.03 77.11 14000.08 17249.01 14000.08 12.38 14.00 0.0912 7.98
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.09 72.97 82.53 82.62 14000.09 17249.00 14000.09 12.38 14.00 0.0912 7.89
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.11 76.38 86.39 86.49 14000.11 17248.99 14000.11 12.38 14.00 0.0912 7.79
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.12 78.71 89.02 89.14 14000.12 17248.98 14000.12 12.38 14.00 0.0912 7.70
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.13 81.04 91.66 91.79 14000.13 17248.96 14000.13 12.38 14.00 0.0912 7.61
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.15 83.37 94.29 94.44 14000.15 17248.95 14000.15 12.38 14.00 0.0912 7.52
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.16 85.71 96.93 97.09 14000.16 17248.93 14000.16 12.38 14.00 0.0912 7.43
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.18 88.04 99.57 99.74 14000.18 17248.92 14000.18 12.38 14.00 0.0912 7.34
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.19 90.37 102.20 102.39 14000.19 17248.90 14000.19 12.38 14.00 0.0913 7.25
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 17.50 4566.76 5164.88 5182.38 14017.50 17231.59 14017.50 12.39 14.00 0.0913 7.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 52.47 4685.29 5298.94 5351.41 14052.47 17196.63 14052.47 12.43 14.00 0.0915 7.06
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 88.15 4803.82 5432.99 5521.14 14088.15 17160.95 14088.15 12.46 14.00 0.0917 6.97
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 124.53 4922.35 5567.05 5691.58 14124.53 17124.56 14124.53 12.49 14.00 0.0919 6.88
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 161.63 5040.88 5701.11 5862.74 14161.63 17087.47 14161.63 12.52 14.00 0.0922 6.79
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 199.43 5156.30 5831.63 6031.06 14199.43 17049.67 14199.43 12.56 14.00 0.0924 6.70
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 237.90 5268.59 5958.64 6196.54 14237.90 17011.19 14237.90 12.59 14.00 0.0927 6.60
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 277.05 5380.88 6085.64 6362.69 14277.05 16972.05 14277.05 12.62 14.00 0.0929 6.51
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 315.79 3234.25 3657.85 3973.64 14315.79 16933.31 14315.79 12.66 14.00 0.0932 6.42
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 354.10 3300.37 3732.63 4086.73 14354.10 16895.00 14354.10 12.69 14.00 0.0934 6.32
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 392.00 2311.45 2614.19 3006.19 14392.00 16857.09 14392.00 12.73 14.00 0.0937 6.23
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 429.49 2357.85 2666.66 3096.15 14429.49 16819.61 14429.49 12.76 14.00 0.0939 6.14
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 467.62 2404.24 2719.13 3186.75 14467.62 16781.48 14467.62 12.79 14.00 0.0942 6.04
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 506.38 2450.64 2771.60 3277.99 14506.38 16742.71 14506.38 12.83 14.00 0.0944 5.95
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 545.79 2497.03 2824.07 3369.86 14545.79 16703.31 14545.79 12.86 14.00 0.0947 5.85
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 585.83 2543.42 2876.54 3462.38 14585.83 16663.26 14585.83 12.90 14.00 0.0949 5.76
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 626.51 2589.82 2929.01 3555.53 14626.51 16622.58 14626.51 12.93 14.00 0.0952 5.66
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 668.98 3839.58 4342.46 5011.44 14668.98 16580.11 14668.98 12.97 14.00 0.0955 5.57
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 713.24 3905.69 4417.23 5130.47 14713.24 16535.86 14713.24 13.01 14.00 0.0958 5.47
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 758.14 3971.81 4492.01 5250.15 14758.14 16490.95 14758.14 13.05 14.00 0.0960 5.37
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 803.69 4037.92 4566.78 5370.47 14803.69 16445.40 14803.69 13.09 14.00 0.0963 5.28
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 849.89 4104.04 4641.56 5491.45 14849.89 16399.21 14849.89 13.13 14.00 0.0966 5.18
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 896.73 4170.15 4716.33 5613.07 14896.73 16352.36 14896.73 13.17 14.00 0.0969 5.09
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 944.22 4236.27 4791.11 5735.33 14944.22 16304.87 14944.22 13.21 14.00 0.0972 4.99
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 992.36 4302.39 4865.88 5858.25 14992.36 16256.73 14992.36 13.26 14.00 0.0976 4.89
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 1041.15 4368.50 4940.66 5981.80 15041.15 16207.95 15041.15 13.30 14.00 0.0979 4.79
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 1090.58 4434.62 5015.43 6106.01 15090.58 16158.52 15090.58 13.34 14.00 0.0982 4.69
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 1140.65 4500.73 5090.21 6230.86 15140.65 16108.44 15140.65 13.39 14.00 0.0985 4.60
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 1191.37 4566.85 5164.98 6356.36 15191.37 16057.72 15191.37 13.43 14.00 0.0988 4.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 1242.74 4632.96 5239.76 6482.50 15242.74 16006.35 15242.74 13.48 14.00 0.0992 4.40
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 1294.76 4699.08 5314.53 6609.29 15294.76 15954.34 15294.76 13.52 14.00 0.0995 4.30
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 1346.10 3271.61 3700.10 5046.21 15346.10 15902.99 15346.10 13.57 14.00 0.0999 4.20
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 1396.78 3318.00 3752.57 5149.36 15396.78 15852.31 15396.78 13.61 14.00 0.1002 4.10
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 1448.10 3364.40 3805.04 5253.14 15448.10 15801.00 15448.10 13.66 14.00 0.1005 4.00
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 1500.05 3410.79 3857.51 5357.56 15500.05 15749.05 15500.05 13.71 14.00 0.1009 3.90
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 1552.63 3457.19 3909.99 5462.62 15552.63 15696.46 15552.63 13.75 14.00 0.1012 3.80
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 1605.85 3503.58 3962.46 5568.31 15605.85 15643.24 15605.85 13.80 14.00 0.1015 3.69
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 1659.71 3549.97 4014.93 5674.63 15659.71 15589.39 15589.39 13.78 14.00 0.1017 3.59
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 1714.20 3596.37 4067.40 5781.59 15714.20 15534.90 15534.90 13.74 14.00 0.1014 3.49
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 1769.32 3642.76 4119.87 5889.19 15769.32 15479.77 15479.77 13.69 14.00 0.1011 3.39
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 1825.08 3689.16 4172.34 5997.42 15825.08 15424.01 15424.01 13.64 14.00 0.1007 3.29
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 1881.47 3735.55 4224.81 6106.28 15881.47 15367.62 15367.62 13.59 14.00 0.1003 3.19
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 1938.50 3781.94 4277.28 6215.78 15938.50 15310.59 15310.59 13.54 14.00 0.1000 3.09
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 1996.16 3828.34 4329.75 6325.91 15996.16 15252.93 15252.93 13.49 14.00 0.0996 2.99
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 2054.46 3874.73 4382.22 6436.68 16054.46 15194.63 15194.63 13.44 14.00 0.0992 2.89
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 2113.39 3921.13 4434.69 6548.08 16113.39 15135.70 15135.70 13.38 14.00 0.0988 2.79
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 2187.88 4492.52 5080.91 7268.80 16187.88 15061.21 15061.21 13.32 14.00 0.0984 2.69
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 2278.01 4550.72 5146.74 7424.76 16278.01 14971.08 14971.08 13.24 14.00 0.0979 2.59
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 2368.94 4608.93 5212.57 7581.52 16368.94 14880.15 14880.15 13.16 14.00 0.0973 2.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 2460.67 4667.13 5278.40 7739.08 16460.67 14788.42 14788.42 13.08 14.00 0.0967 2.40
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 2553.20 4725.34 5344.23 7897.43 16553.20 14695.90 14695.90 12.99 14.00 0.0961 2.30
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 2646.52 4783.55 5410.06 8056.58 16646.52 14602.58 14602.58 12.91 14.00 0.0955 2.21
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 2740.63 4841.75 5475.89 8216.52 16740.63 14508.47 14508.47 12.83 14.00 0.0949 2.11
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 2835.53 4899.96 5541.72 8377.26 16835.53 14413.56 14413.56 12.74 14.00 0.0943 2.02
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 2931.23 4958.17 5607.55 8538.78 16931.23 14317.87 14317.87 12.66 14.00 0.0936 1.93
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 3027.71 5016.37 5673.38 8701.10 17027.71 14221.38 14221.38 12.57 14.00 0.0930 1.83
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 3124.99 5074.58 5739.21 8864.20 17124.99 14124.11 14124.11 12.49 14.00 0.0924 1.74
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 3223.05 5132.78 5805.04 9028.09 17223.05 14026.05 14026.05 12.40 14.00 0.0917 1.65
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 3321.89 5190.99 5870.87 9192.76 17321.89 13927.20 13927.20 12.31 14.00 0.0911 1.56
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 3421.52 5249.20 5936.70 9358.22 17421.52 13827.57 13827.57 12.23 14.00 0.0904 1.47
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 3521.94 5307.40 6002.53 9524.47 17521.94 13727.16 13727.16 12.14 14.00 0.0898 1.38
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 3623.13 5365.61 6068.36 9691.49 17623.13 13625.96 13625.96 12.05 14.00 0.0891 1.29
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 3726.60 6155.03 6961.18 10687.78 17726.60 13522.49 13522.49 11.96 14.00 0.0885 1.20
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 3832.43 6234.60 7051.16 10883.60 17832.43 13416.66 13416.66 11.86 14.00 0.0878 1.11
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 3939.22 6314.16 7141.15 11080.36 17939.22 13309.88 13309.88 11.77 14.00 0.0871 1.03
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 4046.95 6393.73 7231.13 11278.08 18046.95 13202.15 13202.15 11.67 14.00 0.0864 0.94
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 4155.63 6473.29 7321.12 11476.75 18155.63 13093.47 13093.47 11.58 14.00 0.0857 0.85
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 4265.26 6552.85 7411.10 11676.36 18265.26 12983.84 12983.84 11.48 14.00 0.0850 0.77
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 4375.83 6632.42 7501.09 11876.92 18375.83 12873.26 12873.26 11.38 14.00 0.0843 0.68
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 4487.35 6711.98 7591.08 12078.43 18487.35 12761.74 12761.74 11.28 14.00 0.0835 0.60
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Depth below finished ground 25.80 m Soil Properties
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: : 0.002 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Pile Base Area: 0.0908 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Shaft perimeter area 1.06814 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Volume pile material 2.3424 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Compressive Strength: 420.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Pile Modulus 2.1000E+08 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Material: steel 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 800.00 2820.39 800.00 8.81 210.00 1.56
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 0.44 0.44 800.00 2820.39 800.00 8.81 210.00 0.0108 1.55
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 0.88 0.88 800.00 2820.39 800.00 8.81 210.00 0.0108 1.54
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 1.33 1.33 800.00 2820.39 800.00 8.81 210.00 0.0108 1.53
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 19.46 1.77 1.77 800.00 2820.39 800.00 8.81 210.00 0.0108 1.52
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 24.32 2.21 2.21 800.00 2820.39 800.00 8.81 210.00 0.0108 1.51
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.00 29.19 2.65 2.65 800.00 2820.39 800.00 8.81 210.00 0.0108 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 34.05 3.09 3.10 800.01 2820.38 800.01 8.81 210.00 0.0108 1.49
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 38.92 3.53 3.54 800.01 2820.38 800.01 8.81 210.00 0.0108 1.48
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 43.78 3.98 3.98 800.01 2820.38 800.01 8.81 210.00 0.0108 1.46
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 48.65 4.42 4.43 800.01 2820.38 800.01 8.81 210.00 0.0108 1.45
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 53.51 4.86 4.87 800.01 2820.38 800.01 8.81 210.00 0.0108 1.44
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 58.38 5.30 5.32 800.02 2820.37 800.02 8.81 210.00 0.0108 1.43
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 63.24 5.74 5.76 800.02 2820.37 800.02 8.81 210.00 0.0108 1.42
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 68.11 6.18 6.21 800.02 2820.37 800.02 8.81 210.00 0.0108 1.41
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 72.97 6.63 6.65 800.03 2820.36 800.03 8.81 210.00 0.0108 1.40
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 76.38 6.93 6.96 800.03 2820.36 800.03 8.81 210.00 0.0108 1.39
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 78.71 7.15 7.18 800.03 2820.36 800.03 8.81 210.00 0.0108 1.38
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 81.04 7.36 7.40 800.04 2820.35 800.04 8.81 210.00 0.0108 1.37
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 83.37 7.57 7.61 800.04 2820.35 800.04 8.81 210.00 0.0108 1.36
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 85.71 7.78 7.83 800.05 2820.34 800.05 8.81 210.00 0.0108 1.35
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.05 88.04 7.99 8.04 800.05 2820.34 800.05 8.81 210.00 0.0108 1.33
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.05 90.37 8.20 8.26 800.05 2820.34 800.05 8.81 210.00 0.0108 1.32
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 4.96 4566.76 414.63 419.58 804.96 2815.43 804.96 8.87 210.00 0.0109 1.31
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 14.87 4685.29 425.39 440.25 814.87 2805.52 814.87 8.98 210.00 0.0110 1.30
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 24.97 4803.82 436.15 461.12 824.97 2795.42 824.97 9.09 210.00 0.0111 1.29
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 35.28 4922.35 446.91 482.19 835.28 2785.11 835.28 9.20 210.00 0.0112 1.28
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 45.79 5040.88 457.67 503.47 845.79 2774.59 845.79 9.32 210.00 0.0114 1.27
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 56.50 5156.30 468.15 524.65 856.50 2763.89 856.50 9.43 210.00 0.0115 1.26
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 67.41 5268.59 478.35 545.75 867.41 2752.98 867.41 9.55 210.00 0.0117 1.25
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 78.50 5380.88 488.54 567.04 878.50 2741.89 878.50 9.68 210.00 0.0118 1.23
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 89.47 3234.25 293.64 383.12 889.47 2730.92 889.47 9.80 210.00 0.0120 1.22
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 100.33 3300.37 299.65 399.98 900.33 2720.06 900.33 9.92 210.00 0.0121 1.21
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 111.07 2311.45 209.86 320.93 911.07 2709.32 911.07 10.03 210.00 0.0123 1.20
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 121.69 2357.85 214.07 335.76 921.69 2698.70 921.69 10.15 210.00 0.0124 1.18
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 132.49 2404.24 218.29 350.78 932.49 2687.90 932.49 10.27 210.00 0.0125 1.17
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 143.47 2450.64 222.50 365.97 943.47 2676.91 943.47 10.39 210.00 0.0127 1.16
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 154.64 2497.03 226.71 381.35 954.64 2665.75 954.64 10.51 210.00 0.0128 1.15
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 165.99 2543.42 230.92 396.91 965.99 2654.40 965.99 10.64 210.00 0.0130 1.13
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 177.51 2589.82 235.13 412.65 977.51 2642.88 977.51 10.77 210.00 0.0131 1.12
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 189.54 3839.58 348.60 538.15 989.54 2630.84 989.54 10.90 210.00 0.0133 1.11
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 202.08 3905.69 354.61 556.69 1002.08 2618.31 1002.08 11.04 210.00 0.0135 1.09
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 214.81 3971.81 360.61 575.41 1014.81 2605.58 1014.81 11.18 210.00 0.0136 1.08
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 227.71 4037.92 366.61 594.32 1027.71 2592.68 1027.71 11.32 210.00 0.0138 1.07
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 240.80 4104.04 372.61 613.42 1040.80 2579.59 1040.80 11.46 210.00 0.0140 1.05
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 254.07 4170.15 378.62 632.69 1054.07 2566.32 1054.07 11.61 210.00 0.0142 1.04
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 267.53 4236.27 384.62 652.15 1067.53 2552.86 1067.53 11.76 210.00 0.0144 1.02
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 281.17 4302.39 390.62 671.79 1081.17 2539.22 1081.17 11.91 210.00 0.0145 1.01
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 294.99 4368.50 396.63 691.62 1094.99 2525.40 1094.99 12.06 210.00 0.0147 0.99
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 309.00 4434.62 402.63 711.62 1109.00 2511.39 1109.00 12.21 210.00 0.0149 0.98
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 323.18 4500.73 408.63 731.82 1123.18 2497.20 1123.18 12.37 210.00 0.0151 0.96
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 337.56 4566.85 414.63 752.19 1137.56 2482.83 1137.56 12.53 210.00 0.0153 0.95
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 352.11 4632.96 420.64 772.75 1152.11 2468.28 1152.11 12.69 210.00 0.0155 0.93
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 366.85 4699.08 426.64 793.49 1166.85 2453.54 1166.85 12.85 210.00 0.0157 0.92
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 381.40 3271.61 297.04 678.43 1181.40 2438.99 1181.40 13.01 210.00 0.0159 0.90
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 395.76 3318.00 301.25 697.00 1195.76 2424.63 1195.76 13.17 210.00 0.0161 0.89
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 410.29 3364.40 305.46 715.75 1210.29 2410.10 1210.29 13.33 210.00 0.0163 0.87
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 425.01 3410.79 309.67 734.69 1225.01 2395.38 1225.01 13.49 210.00 0.0165 0.85
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 439.91 3457.19 313.88 753.80 1239.91 2380.48 1239.91 13.66 210.00 0.0167 0.84
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 454.99 3503.58 318.10 773.09 1254.99 2365.40 1254.99 13.82 210.00 0.0169 0.82
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 470.25 3549.97 322.31 792.56 1270.25 2350.14 1270.25 13.99 210.00 0.0171 0.80
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 485.69 3596.37 326.52 812.21 1285.69 2334.70 1285.69 14.16 210.00 0.0173 0.79
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 501.31 3642.76 330.73 832.04 1301.31 2319.08 1301.31 14.33 210.00 0.0175 0.77
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 517.11 3689.16 334.95 852.05 1317.11 2303.28 1317.11 14.51 210.00 0.0177 0.75
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 533.08 3735.55 339.16 872.24 1333.08 2287.31 1333.08 14.68 210.00 0.0179 0.73
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 549.24 3781.94 343.37 892.61 1349.24 2271.15 1349.24 14.86 210.00 0.0181 0.71
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 565.58 3828.34 347.58 913.16 1365.58 2254.81 1365.58 15.04 210.00 0.0184 0.70
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 582.10 3874.73 351.79 933.89 1382.10 2238.29 1382.10 15.22 210.00 0.0186 0.68
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 598.79 3921.13 356.01 954.80 1398.79 2221.60 1398.79 15.41 210.00 0.0188 0.66
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 619.90 4492.52 407.88 1027.78 1419.90 2200.49 1419.90 15.64 210.00 0.0191 0.64
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 645.44 4550.72 413.17 1058.61 1445.44 2174.95 1445.44 15.92 210.00 0.0194 0.62
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 671.20 4608.93 418.45 1089.65 1471.20 2149.19 1471.20 16.20 210.00 0.0197 0.60
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 697.19 4667.13 423.74 1120.93 1497.19 2123.20 1497.19 16.49 210.00 0.0201 0.58
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 723.41 4725.34 429.02 1152.43 1523.41 2096.98 1523.41 16.78 210.00 0.0204 0.56
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 749.85 4783.55 434.31 1184.15 1549.85 2070.54 1549.85 17.07 210.00 0.0208 0.54
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 776.51 4841.75 439.59 1216.10 1576.51 2043.88 1576.51 17.36 210.00 0.0212 0.52
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 803.40 4899.96 444.88 1248.28 1603.40 2016.99 1603.40 17.66 210.00 0.0215 0.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 830.51 4958.17 450.16 1280.68 1630.51 1989.88 1630.51 17.96 210.00 0.0219 0.47
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 857.85 5016.37 455.45 1313.30 1657.85 1962.54 1657.85 18.26 210.00 0.0222 0.45
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 885.41 5074.58 460.73 1346.14 1685.41 1934.98 1685.41 18.56 210.00 0.0226 0.43
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 913.20 5132.78 466.02 1379.21 1713.20 1907.19 1713.20 18.87 210.00 0.0230 0.41
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 941.20 5190.99 471.30 1412.50 1741.20 1879.19 1741.20 19.18 210.00 0.0234 0.38
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 969.43 5249.20 476.59 1446.02 1769.43 1850.96 1769.43 19.49 210.00 0.0238 0.36
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 997.88 5307.40 481.87 1479.75 1797.88 1822.51 1797.88 19.80 210.00 0.0241 0.33
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 1026.55 5365.61 487.15 1513.71 1826.55 1793.84 1793.84 19.76 210.00 0.0243 0.31
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 1055.87 6155.03 558.83 1614.70 1855.87 1764.52 1764.52 19.43 210.00 0.0241 0.29
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 1085.86 6234.60 566.05 1651.91 1885.86 1734.53 1734.53 19.10 210.00 0.0237 0.26
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 1116.11 6314.16 573.28 1689.39 1916.11 1704.28 1704.28 18.77 210.00 0.0233 0.24
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 1146.64 6393.73 580.50 1727.13 1946.64 1673.75 1673.75 18.44 210.00 0.0229 0.22
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 1177.43 6473.29 587.72 1765.15 1977.43 1642.96 1642.96 18.10 210.00 0.0224 0.19
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 1208.49 6552.85 594.95 1803.44 2008.49 1611.90 1611.90 17.75 210.00 0.0220 0.17
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 1239.82 6632.42 602.17 1841.99 2039.82 1580.57 1580.57 17.41 210.00 0.0216 0.15
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 1271.42 6711.98 609.39 1880.81 2071.42 1548.97 1548.97 17.06 210.00 0.0212 0.13
EN010103-000013-EN010103_Scoping Opinion.pdf:10: resources (including water, land, soil and biodiversity) used. The likely
EN010103-000013-EN010103_Scoping Opinion.pdf:16: residues and emissions. Specific reference should be made to water, air, soil
EN010103-000013-EN010103_Scoping Opinion.pdf:36: ecological receptors, including water, soil and air. The ES should
EN010103-000013-EN010103_Scoping Opinion.pdf:85:We need to replenish depleted soil, plant trees, support wetlands and peatlands, rid seas and
EN010103-000013-EN010103_Scoping Opinion.pdf:85:water, soil and ecosystems that support all forms of life – since this is an essential basis for
EN010103-000013-EN010103_Scoping Opinion.pdf:119: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
EN010103-000013-EN010103_Scoping Opinion.pdf:119: development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
EN010103-000013-EN010103_Scoping Opinion.pdf:122:5. Soil and Agricultural Land Quality
EN010103-000013-EN010103_Scoping Opinion.pdf:122:NPPF. We also recommend that soils should be considered in the context of the sustainable use of
EN010103-000013-EN010103_Scoping Opinion.pdf:135: impacts associated with re-use of soils and waste soils, for example, re-use of site-
EN010103-000013-EN010103_Scoping Opinion.pdf:135:concentrations to the applicable standard or guideline value for the affected medium (such as Soil Guideline Values)
EN010103-000013-EN010103_Scoping Opinion.pdf:141: media (e.g. air, water, and/or soil) and health-based guideline values should be used
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:27: (including soil stripping and storage and site levelling) and excavations; remediation
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:59: biodiversity; landscape and visual; water quality and resources; and soils and geology.
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:37: soils and water, altering the species composition of
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:71:6.1.506.1.56 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:33: Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - works for the Proposed resulting in potential
EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:34: dates, the final approval of the last such in unacceptable levels of soil, are considered unlikely.
EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:37: Warrenby Area identified for the storage of soil. works for the Proposed
EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:37: British Steel and larger area identified for the storage of soil in some of the construction
EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:40:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction duration Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:5: emissions to air, soil, surface and groundwater, to the
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:12:ES Chapter 5 - Construction Programme and Measures for the management of soils during DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:12:Management earthworks will be included within the CEMP. Soil will 16: Construction environmental management plan
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:12: Code of Practice for the Sustainable Use of Soil on
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: Where contaminated soils and elevated groundwater
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:33: construction. Soil excavation will be undertaken with
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:33: exposed soil and / or sediment. Although not
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:34:Contaminated Land implemented to manage potential impacts on soils and 16: Construction environmental management plan
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:34:ES Chapter 10 - Geology, Hydrogeology and Excavated soils will be stockpiled and re-used within DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:34: use of materials such as soils and crushed concrete. S
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:40: be fitted e.g. battered soil slope or scaffold plank, to
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:59: contamination of controlled waters or soils.
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:60: • a soil management plan;
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:61: deposited dust from soil and spoil movements and
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:65: construction. Soil excavation will be undertaken with
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:65: exposed soil and / or sediment. Although not
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:66: with unexpected soil or groundwater contamination 13: Contaminated Land and Groundwater
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:66:ES Appendix 5A - Framework CEMP To minimise the effects on soil resources during any DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:66: standards of soil handling and management will be
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:66: double handling of soils and the extent to which
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:66: exposed soils will be left vulnerable to erosional
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:67:ES Appendix 5A - Framework CEMP The disposal of soil waste, contaminated or otherwise, DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:68: transferred and contaminating other soils or water, 13: Contaminated Land and Groundwater
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:69: the possible infiltration of contaminants into soils
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:74: means of escape would be fitted (e.g. battened soil
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:30: structures); earthworks (including soil stripping and storage and site
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:63: water quality and resources; and soils and geology.
EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf:16:ecological receptors, including water, soil and air.
EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf:52: is not practicable, a means of escape would be fitted e.g. battered soil slope
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:18:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:20: subsoil and remove soil samples;
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:39: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:47: © a soil management plan;
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:54: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:104:“plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:134: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:158: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:182: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:20:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:22: subsoil and remove soil samples;
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:44: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:51: investigation of soils, groundwater or geotechnical purposes, including details of how
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:53: © a soil management plan;
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:61: “Plans” includes sections, drawings, specifications design data, software, soil reports,
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:116: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:143: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:150: “plan” includes all designs, drawings, specifications, method statements, soil reports,
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:169: “Plans” includes sections, drawings, specifications design data, software, soil reports,
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:194: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:11:117 R/2021/0432/ Teesworks: Development of Soil Treatment No
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:24: Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - works for the Proposed resulting in potential
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:25: dates, the final approval of the last such in unacceptable levels of soil, are considered unlikely.
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:28: Warrenby Area identified for the storage of soil. works for the Proposed
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:28: British Steel and larger area identified for the storage of soil in some of the construction
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:31:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction duration Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:38: Grangetown Prairie; preparation and temporary storage of soils and its final use in the remediation ha. 364 ha for
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:40: Grangetown Prairie; identified for the storage of soil.
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:40: Grangetown Prairie; identified for the storage of soil in the area known as the Metals Recovery
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:42:117 R/2021/0432/FFM Former Redcar Teesworks: Development Of Soil Treatment Area Comprising Of Hard Standing, 4.2 4.5 Granted N/A - new application identified since DCO Application 1
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:20:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:22: subsoil and remove soil samples;
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:44: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:51: investigation of soils, groundwater or geotechnical purposes, including details of how
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:53: © a soil management plan;
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:61: software, soil reports, calculations, descriptions (including descriptions of methods of
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:122: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:149: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:156: “plan” includes all designs, drawings, specifications, method statements, soil reports,
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:176: “plans” “Plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:203: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:37: soils and water, altering the species composition of
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:69:6.1.506.1.55 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:12:BGS Estimated Soil Chemistry pg 62 Yes
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:12:BGS Urban Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:12:BGS Urban Soil Chemistry Averages
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:68: Stone, Clay, Soils
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: BGS Estimated Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: Soil Sample Type: Rural Soil and Sediment (NE) 522891
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: BGS Estimated Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: Soil Sample Type: Rural Soil and Sediment (NE) 522589
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: BGS Estimated Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: Soil Sample Type: Rural Soil and Sediment (E) 522284
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: BGS Estimated Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: Soil Sample Type: Rural Soil and Sediment (S) 522291
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: BGS Estimated Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:75: Soil Sample Type: Rural Soil and Sediment (NW) 522351
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:76: BGS Estimated Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:76: Soil Sample Type: Rural Soil and Sediment (NE) 522790
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:76: BGS Estimated Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:76: Soil Sample Type: Rural Soil and Sediment (NE) 522915
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:76: BGS Estimated Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:76: Soil Sample Type: Rural Soil and Sediment (NE) 523000
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:77: BGS Measured Urban Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:77: BGS Urban Soil Chemistry Averages
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:102:BGS Estimated Soil Chemistry
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:130:Estimated Soil Chemistry Arsenic - Slice C
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:131:Estimated Soil Chemistry Cadmium - Slice C
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:132:Estimated Soil Chemistry Chromium - Slice C
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:133:Estimated Soil Chemistry Lead - Slice C
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:134:Estimated Soil Chemistry Nickel - Slice C
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:33: soil movement and material storage, cleaning of vehicles and locating
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:35: significant effects on geology, soils and contaminated land as a result of the
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:36: soils and bedrock, geological and hydrogeological designations, soils and
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:36: that may have potential impacts on the soils, geology, hydrogeology and
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:36: targeted remediation will be undertaken involving either treatment of soils on-
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:36: permanent soil loss where permanent Infrastructure is installed. However,
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:36: the loss is likely to be negligible given the low quality of the existing soils
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:36: impacts to soil quality, groundwater and watercourses, which could
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:36: be needed for the operational Site, potential impacts to soil and groundwater
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:18:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:20: subsoil and remove soil samples;
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:39: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:46: © a soil management plan;
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:53: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:117: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:141: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:161: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:11:BGS Estimated Soil Chemistry pg 97 Yes
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:11:BGS Urban Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:106: Soils, Clay
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:106: Authorised Waste Clay, Soils
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: Soil Sample Type: Rural Soil and Sediment (SE) 522249
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: Soil Sample Type: Rural Soil and Sediment (S) 522000
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: Soil Sample Type: Rural Soil and Sediment (S) 522000
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: Soil Sample Type: Rural Soil and Sediment (W) 522249
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:109: Soil Sample Type: Rural Soil and Sediment (S) 522000
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: Soil Sample Type: Rural Soil and Sediment (NW) 522500
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: Soil Sample Type: Rural Soil and Sediment (N) 523000
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: Soil Sample Type: Rural Soil and Sediment (N) 522500
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: Soil Sample Type: Rural Soil and Sediment (NW) 523000
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: Soil Sample Type: Rural Soil and Sediment (NE) 522632
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:110: Soil Sample Type: Rural Soil and Sediment (E) 522249
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:111: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:111: Soil Sample Type: Rural Soil and Sediment (E) 522000
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:111: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:111: Soil Sample Type: Rural Soil and Sediment (W) 522249
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:111: BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:111: Soil Sample Type: Rural Soil and Sediment (S) 522018
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:111: BGS Measured Urban Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:111: BGS Urban Soil Chemistry Averages
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:127:BGS Estimated Soil Chemistry
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:155:Estimated Soil Chemistry Arsenic - Slice B
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:156:Estimated Soil Chemistry Cadmium - Slice B
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:157:Estimated Soil Chemistry Chromium - Slice B
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:158:Estimated Soil Chemistry Lead - Slice B
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:159:Estimated Soil Chemistry Nickel - Slice B
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:6: 6.6.2.1 Soils ……………………………………………………………………………………………………………………………… 37
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:6:10. Soil and groundwater chemistry ………………………………………………………………………………………………….. 81
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:8: 23.2.2 F.2.2 Human Health – Soil Results ………………………………………………………………………………….. 162
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:8: 24.5.2 G.5.2 Soil Leachate Sampling Test Results (Tier 2 Screening) ……………………………………………. 180
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9: 24.6.2 G.6.2 Soil Leachate Sampling Test Results (Tier 2 Screening) ……………………………………………. 191
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:10:Figure F.1 Previous Soil Screening Hazard Plot (CH2M HILL 2017 and AEG 2018 Previous GI investigations)
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Figure G.1 Previous Soil Leachate and Groundwater Screening Hazard Plot (CH2M HILL 2017 and AEG 2018
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Table 6-8 Summary of Geo-environmental Soil Laboratory Testing …………………………………………………………… 37
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.5 Summary Soil leachate EQS Exceedances
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.6 Summary Soil leachate EQS Exceedances – ground level to 2.5m bgl
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.7 Summary Soil leachate EQS Exceedances – Below 2.5m bgl
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.12 Summary Soil leachate DWS Exceedances
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.13 Summary Soil leachate DWS Exceedances – ground level to 2.5m bgl
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.14 Summary Soil leachate DWS Exceedances – below 2.5m bgl
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:15:SOM Soil Organic Matter Content
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:15:SSV Soil Screening Value
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:17:'PSD Contribution to φ’cv,k from grading of the soil
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18:associated soil, rock and groundwater laboratory testing. This GIR includes three rounds of groundwater level
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: It is recommended that appropriate foundations are used to transfer structure loads to soils or
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: to the low undrained shear strength and variability of this soil. It is also recommended that static
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: maintained load tests are undertaken on bearing soils for each structure supported by shallow
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: to properly assess the performance of the near surface soils for shallow pad or raft foundations.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: to more competent soils and bedrock may comprise driven cast-in-situ concrete piles, driven steel
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: slag, slag content within the specific soil column. Therefore, the actual % expansivity may be
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: Settlement and The ground investigations proved soft, variable, compressible and saturated soils including the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: soils collapse settlement due to a change in loading and changes to the groundwater regime.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: adoption of appropriate foundation solutions to transfer loads to soils or bedrock of adequate
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: Soil contamination The desk study and previous ground investigation by others identified a potential for soil
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: contamination to exist on site. The presence of soil contamination can present a risk to human
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: The ground investigation confirmed that generally, concentrations of contaminants within the soil
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: the soil is deemed acceptable. No contaminants exceeded the Evaluation Criteria (EC) designed
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: amosite and chrysotile present in microscopic cement debris. All the soils where the bundles of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: On the basis of the limited exceedances of assessment criteria in soil leachate (metals, PAHs
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: considered that the soil is unlikely to pose a significant risk to surface water quality or result in
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: harm or damage to potable water resources. The majority of the soil leachable PAHs are detected
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: Contaminated materials may be present within the soils in areas of the site that have not been
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: contamination in the underlying soils. However, historical monitoring data was insufficient to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: Soils may be classified as ‘aggressive’ to ‘very aggressive’ corrosivity classification, as per CD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:21: British Standards Institution (2020). BS 10176:2020 - Taking soil samples for determination of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:21: testing – Identification and classification of soil – Part 2: Principles for a classification (ISO
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:22:Conference on Soil Mechanics and Foundation Engineering, Volume 3, Cambridge.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:22:Santamarina, J.C, and Diaz-Rodriguez, J.A (2003). Friction in soils: micro and macroscale observations. Pan-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:23: • Details and descriptions of the various soils / materials encountered;
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:24:based on current good practice, simple statistical assessment and comparison with available soil guideline values,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:27:Artificial ground (here in referred to as “Made Ground”), superficial geology (recent and drift soils) and bedrock
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:31: determination of the depth and composition of Made Ground, Superficial soils and underlying Bedrock;
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:31: underlying natural soils and bedrock, and derive preliminary geotechnical design parameters;
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:31:• Determine the aggressiveness of the soils and groundwater to buried concrete and steel; and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:31:• Enabling sampling and subsequent environmental testing of soils and groundwater to inform the Conceptual
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:32:exception of MS\BH15, MS\BH16 and MS\BH17. Rotary coring was used in both soil and rock, and advanced from
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:32:Undisturbed samples were obtained at approximately 3.00m intervals in fine (cohesive) soils. Undisturbed sampling
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:32:• Open Tube Sample thick-walled (OS-TK/W), typically in stiff clay soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:32:• Soil leachate; and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:32:Soil and soil leachate samples were accompanied by PID readings (refer to Section 6.3.8). In addition, Made
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:Representative geo-environmental (contamination) soil specimens were tested on samples obtained from a range
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:of strata encountered across the site. The range of testing undertaken on soil and groundwater samples are
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:6.6.2.1 Soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:A total of 115 (including 11 VOC quality control samples) soil samples were scheduled for geo-environmental testing
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:of which 15 were also tested for soil leachate. A summary of the soil and soil leachate testing suites specified by
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:Table 6-8 Summary of Geo-environmental Soil Laboratory Testing
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:Sulfur, Total Hydrocarbons, Total Phenols, Polycyclic Aromatic Hydrocarbons (PAH) 16 Speciated, pH, Soil
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:Additional Soils Suite
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:49:28.65m bgl (-21.37m OD) in MS\BH08 and was thicker than the finer lacustrine soils. A maximum thickness of till
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:59:• Weight density, γ. For soils, both saturated and dry weight density has been derived from bulk density values
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:59: fine soils in accordance with BS EN ISO 14688-2:2018 from which a consistency term is derived.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:59: presented in Figures 9.36 and 9.37. For fine (cohesive) soils cu has also been estimated from the uncorrected
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:59: depending on soil plasticity. Based on the results of this preliminary ground investigation, a value of 4.5 has
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:59: been calculated for fine soils based on measured plasticity indices using an empirical relationship by
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:60: exploratory hole logs; and φ’PSD is contribution to φ’cv,k from the grading of the soil, as defined in Table 1 of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:60: contribution from soil dilatancy. Where the fines content of the coarse soil exceeds 25%, then φ’dil is assumed
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:60:Given the design elements proposed, a quantitative analysis of the permeability of soils and the underlying bedrock
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:61:Uncorrected SPT N values of 9 and 26 obtained within the cohesive Made Ground (d4) suggest soils of medium to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:61:(cohesive) soils suggesting this sample may have been mis-logged. The sample tested plots as silt of medium
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:61:data generally suggests stiff consistency soils, however, these soils may have been subject to seasonal drying
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:61:testing was undertaken. Soils below 2.3m exhibit water contents above the plastic limit indicative of soft to firm
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:61:consistency soils. Atterberg limits data is not available for the Hydraulic Fill (d2) and Other Made Ground deposits
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:61:sample mass can be obtained from conventional trial pits for such very coarse soils. The fines content passing the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:62:of predominantly uniformly graded soils. The geometric mean water content of 23% indicates that the cohesive
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:62:Made Ground (d4) is wet of optimum compaction. Where soils are wet of optimum this would likely preclude re-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:64:plot as a low to high plasticity clay (CIL to CIH). The range in plasticity reflects the laminated nature of the soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:64:18 and 97% (geomean 30%) and generally are well above the plastic limit indicative of very soft and soft soils as
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:64:coefficient geomean of 2.4). Four samples exhibit a greater fines content of 12 to 37%, with these soils most likely
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:64:encountered at the interface between the c1 and c2 soils. One sample from MS\BH04 at 11.7m showed significantly
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:64:greater fines of 76%, this high proportion of silt and fines present is typical of high plasticity fine (cohesive) soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:65:indicates that the Tidal Flat Sands (c2) is also wet of optimum moisture content. Where soils are wet of optimum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:65:treatment. The low shear strength of these soils precludes them for use in engineered earthworks without pre-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:67:41% (geomean 28%) and generally lie close to the corresponding plastic limit indicative of stiff consistency soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:67:at depths of 18.5m and 20.8m (-11.03m OD and -12.05m OD). The gradings show the soils contain a high
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:67:proportion of silt and fines present is typical of high plasticity fine (cohesive) soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:68:considered representative of the in-situ density or mass strength of the soil as a whole.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:69:and 39% (geomean 21%) and generally lie close to the plastic limit, indicative of stiff consistency soils. The material
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:69:present is typical of high plasticity fine (cohesive) soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:71:sieve is 55% and this high proportion of silt and clay present is typical of high plasticity fine (cohesive) soils. This
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:74:soils to be of high plasticity (CIH) only, compared to ground investigation data which identified soils to include clays
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:74:samples of clay soils for research purposes, compared to site samples which are laminated and interbedded with
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:74:thin lenses of sand and silt, with these soils likely to exhibit lower plasticity. Undrained shear strengths obtained
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:74:Characteristic design values obtained from in-situ and laboratory testing undertaken on the Glacial Till (b1) soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:75:contact with soil and groundwater at a site is classified based on the sulfate content expressed as SO4, mobility of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:75:83 soil and 13 groundwater samples. The results of the BRE testing are summarised in Table 9-12.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:76: Soil Groundwater
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:77:36 out of the 83 soil samples tested returned water soluble sulfates less than 500mg/l and pH values were all greater than
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:77:that DS-5 AC-5 may be required in slag-dominant Made Ground (d1) soils, Tidal Flat Deposits – Clay (c2) and Lacustrine
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:77:of the ground aggressivity test suite. 23 soil samples tested chloride less than 50mg/l, with the remaining 60 ranging
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:77:CD375 and assumed values of soil resistivity, surrounding soils may be classified as ‘aggressive’ to ‘very aggressive’
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:82:10. Soil and groundwater chemistry
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:82:submitted for chemical analysis as described in Section 6.3.7 and Section 6.6.2. Soil samples sent for chemical
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:82:samples). Of these, 44 soil samples were obtained from soils within the top 2.5m of the ground (surface to 2.5m
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:83:protective of controlled waters. Metals were also present in soil leachate and groundwater. However, these were
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:83:asbestos as “fibre bundles”, “clumps” and “loose fibrous asbestos debris” in eight soil samples spread across the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:Based on the samples obtained from the NZT GI (AEG, 2022), an assessment of the soils and groundwater beneath
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:In general, concentrations of contaminants within the soil and groundwater are low based on the industrial uses of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:exceedances of EC in groundwater and soil leachate, the magnitude of exceedances in relation to the EC, the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:The asbestos distribution within the soils is presented in Figure F4 and F5 in Appendix F.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:Asbestos was detected within seven of the fifty soil samples analysed for asbestos as part of the 2021 NZT GI
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:present at one location and chrysotile present in microscopic cement debris in another location. All the soils where
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:with most soil samples taken not observing or detecting asbestos containing material. However, the greatest mass
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:requirements. A survey by a specialist in asbestos identification in soils is advised to ensure appropriate samples
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:“releasability” of fibres during soil disturbance (activity-based testing). However, in practice it is expected that most
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:in landscaped areas, and the risk for maintenance workers coming in contact with contaminated soils within service
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:pH levels within the Made Ground soils have been identified at levels which are considered to be corrosive and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:thus may pose harm. The distribution of pH levels within the soils is presented in Figure F2 and F3 in Appendix F.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:High pH in dust in soil is a hazard for construction workers therefore control of dust will be particularly important
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:Fluoranthene in the groundwater and soil leachate was regarded as the most widespread contaminant noted to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:in 54% of the groundwater samples in tested in Round 1 and 66% of the soil leachates. However, this was notably
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:in the soil. The concentrations of fluoranthene in monitoring wells closest to the surface water receptors (those
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:investigations. The majority of the soil leachable PAHs are detected within the Made Ground in the upper 2.5 m
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:No leachable concentrations greater than the EQS screening value were observed in any of the soils analysed
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:from the Site. This included a sample taken from the Made Ground within MS\BH15D. The maximum soil
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:boundary, south of MS\BH15D, concentrations of naphthalene were recorded in soils between 39 and 4100mg/kg
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:low concentrations of naphthalene observed in the soils on the Site (maximum 1.8mg/kg), this is considered likely.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:detectable concentrations of speciated TPH, benzene or ethylbenzene recorded in the Made Ground soils or Tidal
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:Flat Deposits soils at this location. Ethylbenzene did exceed in the groundwater at MS\BH04(D) in Round 2 only
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:The greatest concentration of TPH within the soils were recorded in the central eastern area of the Main Site,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:all the Made Ground soil leachate concentrations were detected less than the DWS, with the only soil leachate to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:exceed being from a soil sample in the Tidal Flats Deposits (clay) at 11.3m bgl.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:Based on the results of the soil screening assessment of the AECOM 2021 chemical data no contaminants
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:noted within the soils and minor isolated exceedances of the chronic construction workers GAC were identified for
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:for this within the Site, with all soil samples within the AECOM 2021 preliminary GI recording concentrations of less
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:than the limit of detection (0.1mg/kg). Similarly, as part of the previous investigations only occasional soil samples
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:On the basis of the limited exceedances of EQS in groundwater and soil leachate, the magnitude of exceedances
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:considered that the soil and groundwater quality beneath the Site is unlikely to pose a significant risk to surface
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:Therefore, the exceedances in the groundwater or soil leachate described above are unlikely to result in harm or
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:93: 3. Settlement and collapse of underlying soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:93: 7. Soil contamination
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:resistance due to poorly compacted, underlain by low strength, potentially support by foundations. Adopt appropriate foundations to transfer structure loads to soils or bedrock of adequate strength.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: Difficult foundation Ground Investigation has proved soft, variable, compressible and saturated soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:resistance saturated soils. using continuous flight auger 2) Possible redesign, construction delay, increase in cost.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: soils. Chemical changes of slag-dominant and Ground heave and ground Granular construction interfaces (also functioning as capillary breaks) of adequate thickness for ground bearing slabs and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:soils (settlement) Adopt appropriate foundations to transfer structure loads to soils or bedrock of adequate strength.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:soils Adopt appropriate foundations to transfer structure loads to soils or bedrock of adequate strength.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: Natural obstructions within the glacial Ground Investigation did not identify significant natural obstructions in the glacial soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: Difficult foundation drift soils present below the site. Appropriate technique selection, including consideration of unconfined compressive strength of bedrock and rig torque capacity.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:7. Soil contamination Onshore Site Conditions Threat Engineering 2. Potential for unknown substances on 1) Potential underestimation of project cost. 3 4 12 2 4 8
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:7. Soil contamination Threat Engineering petroleum hydrocarbons, solvents, 2) Permeation of polyethylene (PE) and polyvinyl chloride 3 3 9 1 3 3
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: water supplies in contaminated soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Cost / risk allowance for waste disposal of contaminated soils to be allowed for within construction risk register.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: 1) Additional disposal of soils required outside anticipated Waste may be contaminated with Hazardous materials.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:7. Soil contamination Material re-use Threat Construction and / or unacceptable for re-use in bulk Disposal offsite. 3 3 9 2 3 6
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:7. Soil contamination Dust management Threat Construction users to fibres and fine particles with acute and chronic health 3 3 9 Mitigate where possible through design. 2 3 6
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: wool, silica in soils below cover layer. into air.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Contaminated soils during 1) Exposure of construction, maintenance workers-chronic
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:7. Soil contamination Construction workers Threat Construction 2 3 6 Mitgate through design, Health and Safety documentation, Construction Environmental Mitigation Plan 1 3 3
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Arsenic & lead within soils may
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:contamination groundwater considered to be low. Areas event. 2. Underestimated scope for soil clean-up.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Failure of waste containment for soils, 2) Fines.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98: Ground Investigation has indicated soils to be aggressive to buried concrete with BRE SD1 ACEC Classification ranging between
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98: 'Ground Investigation has indicated soils to be aggressive’ to ‘very aggressive’ corrosivity classification for buried steel. Allow for
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98:conditions for buried Threat Engineering chloride and acidic or alkaline pH in soil in concrete strength. 4 3 12 4 2 8
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98: water supplies in contaminated soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100:obstructions and voids open cut anular coarse soils which form the dune 2) Cost / risk allowance for slow construction progress. us side support by provision of temporary sheet piles or propped trench box sections.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100:4. Earthworks, Difficult foundation t soils present below the site. - Appropriate technique selection, including consideration of unconfined compressive strength of bedrock and HDD capacity.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: coarse soils]. g from earth moving plant. s side support by provision of temporary sheet piles or propped trench box sections
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: Material excavated may be contaminated - Cost / risk allowance for waste disposal of contaminated soils to be allowed for within construction risk register. Waste may be c
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100:7. Soil contamination Material Re-use Threat Construction and / or unacceptable for re-use as bulk 1) Potential loss of dune habitat 3 3 9 ontaminated with Hazardous materials. 2 3 6
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100:7. Soil contamination with organic Threat Engineering leum hydrocarbons, solvents, cutting flui 3 3 9 Provision of adequate concrete BRE Class concrete installed through the most aggressive material (Slag dominant material). 2 3 6
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: - Contamination assessment for deep and shallow soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: Contaminants in shallow soil exceed the Materials excavated from dept
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: Exposure of construction workers and members of the pubic t - Ensure that clean and contaminated soils are not mixed in construction
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100:7. Soil contamination Soil contamination Threat Environmental acceptable limits for Public Open Space h do not meet the site safety c 3 3 9 2 3 6
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: or workers' health and safety. riteria for shallow soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101:7. Soil contamination Dust management Threat Construction High pH, asbestos fibres, mineral (slag) Fines/contamination released 3 2 6 - Mitigate where possible through design 2 2 4
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: wool, silica in soils below cover layer into air - Dust management plan
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: ds & Tidal Flat Deposits though unprove - identify of areas of soil contamination.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: Upgradient data for the Redcar Blast Fur Regulatory delay. - Risk assessment to determine soil clean-up requirements.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: Threat Environmental nace has pollution indicators present for Underestimated scope for soil clean-up, soil import and dispo 3 3 9 - Determine the requirements for ongoing monitoring and or remediation prior to site hand-over 2 3 6
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101:8. Groundwater Failure of waste containment for soils, pu - Surface water management
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101:conditions for buried Threat Engineering chloride and acidic or alkaline pH in soil 2 3 6 - Adequate specification of design sulphate class 1 3 3
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:groundwater, soil contamination and groundwater contamination
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:The shallowest groundwater level observed in the coarse Made Ground soils (d1) and Tidal Flat Deposits Sands
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:2 to 3m below ground level are likely to encounter groundwater inflows particularly from coarse Made Ground soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:(d1 and d3) or within the water bearing Tidal Flat Deposits Sands (c2) soils, especially during and after prolonged
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:interpreted to be high permeability soils extending to approximately 10m depth along the south boundary of the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:104:Soil descriptions, particle size distribution and compaction testing has shown that these soils contain a significant
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:104:Reuse of soils will need to be specified in accordance with the Highways England (now National Highways)
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:104:• Class 6I/J - Selected well graded/uniformly graded granular material - Fill to reinforced soil and anchored
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:104:These soils will not be suitable for use in bulk earthworks but could be reused as Class 4 Fill to landscape areas.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:104:contamination perspective. In order to adequately control the re-use of materials such as soils and crushed
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:105:regime, soil contamination, groundwater contamination and aggressive ground conditions for buried concrete and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:105:surcharges) whilst using unfactored values for the soil parameters and earth resistance. In DA1-2 (Combination
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:105:Raft foundations bearing in Made Ground Slag Dominant (d1) soils may provide a suitable option for the proposed
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:106:from potentially expansive slag dominant (d1) soils which were proved to 2.7m in MS\BH13. It is understood that
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:106:slag and brick. Due to the low undrained shear strength and variability of these soils it is not recommended that
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:106:shallow foundations are constructed in these soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:low to high cobble content. Uncorrected SPT N values for the d1 soils range from 4 (loose) to >100 (very dense)
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:with an average value of 27 suggesting the soils are typically medium dense. Typically, medium dense coarse
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:(granular) sand and gravel soils have a presumed bearing value in the range of 200 to 600 kPa. Lightly loaded
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:structures could be founded on shallow pad foundations within the slag dominant Made Ground (d1) soils below
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:Pile foundations are used to transmit structural loads through weaker near-surface soils onto a more competent
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:in cohesive and cohesionless soils, end bearing on Redcar Mudstone Formation (a1) are based on the ground
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:been calculated assuming effective stress (drained) soil parameters and rock compressive strength. The results
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:To allow for the relief of lateral stresses which occurs when boring through soils, the coefficient of in-situ earth
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:been calculated assuming effective stress (drained) parameters assigned to soils and the underlying bedrock,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:114:The design of new pavement foundation soils is based on CD225 which replaced IAN73/06 revision 1 (2009)
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:115:Low undrained shear strength is apparent for the cohesive Made Ground (d4) soils and CBR values of <2.3% and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:115:and any areas of soft fine (cohesive) soils where the subgrade surface modulus is <30MPa improved. Options for
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:115:subgrade with granular fill, mechanical stabilisation (geogrids and/or geotextiles) and soil stabilisation which will be
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:115:further assessed as part of detailed design. Where imported coarse (granular) soils are present below the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:115:DS-5 AC-5 may be required in slag-dominant Made Ground (d1) soils and potentially Lacustrine Deposits (b3);
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:115:values greater than 50mg/l. Based on Section 8.5 and Table 8.5 of CD375 and assumed values of soil resistivity,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:115:surrounding soils may be classified as ‘aggressive’ to ‘very aggressive’ corrosivity classification.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:115:raft foundations. It is understood that Made Ground slag dominant (d1) soils with expansion potential >3% are to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:Made Ground slag dominant (d1) soils have been proved to a maximum depth of 7.9m with maximum thickness of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:5.9m. Removal and replacement of a proportion of these soils may be considered beneficial in reducing the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:to 90mm, assuming a worst case expansivity of 3% over the full depth of soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:Vibro-compaction is a densification process that may be used up to depths of approximately 20m in granular soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:cause the surrounding soil particles to be rearranged reducing air voids and increasing soil density. This results in
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:been proved as part of the NZT preliminary GI (AEG 2021) completed. The soils are of relatively low strength and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:Deep soil mixing (lime or cement columns) and dynamic compaction techniques are not considered appropriate in
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:(either deep excavation or trenchless techniques) are earthworks, obstructions and voids, presence of UXO, soil
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:117:Groundwater inflows were not identified during excavation of LF\TP’s 01 to 03 with soils recorded as damp between
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:117:horizontal (1V:2H) may be appropriate in granular materials and 1V:3H in any cohesive soils encountered. Given
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:119:• In order to appropriately classify the potential for contamination to be present in soils in areas of the site not
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:119: bearing resistance of the surface soils below proposed raft or pad foundations. Plate load tests could be
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:120:In general, concentrations of contaminants within the soil and groundwater are low based on the industrial uses of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:and ammoniacal nitrogen. The greatest concentrations within soil and groundwater were generally in the central
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:within the soils. Therefore, other than potential risks from asbestos and pH, the risk to future users from the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:contaminants in the soil is deemed acceptable.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:Based on the GQRA it is considered that the soil and groundwater quality beneath the Site is unlikely to pose a
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:potable water in the future. Therefore, the exceedances in the groundwater or soil leachate are unlikely to result in
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:A survey by a specialist in asbestos identification in soils is advised to ensure appropriate samples are taken for
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:High pH in dust in soil is a hazard for construction workers. Therefore, control of dust will be particularly important
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:High pH in the soil is also a hazard for future users via direct contact. Therefore, mechanisms will be required to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:be put in place to minimise risk from exposure to these soils (hardstanding, soils with lower pH cover system for
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:The main geotechnical hazards identified include inadequate bearing capacity of bearing soil, heave of slag
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:dominant Made Ground, settlement and collapse of underlying soils, presence of buried obstructions and voids,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:UXO, shallow groundwater, soil contamination, groundwater contamination and aggressive ground conditions for
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:particularly from coarse Made Ground soils or within the water bearing Tidal Flat Deposits Sands soils, especially
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:undrained shear strength and variability of this soil.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:Piles to transmit loads from the Power, Capture Compression and Utilities & Outfall areas to more competent soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:(drained) soil parameters and rock compressive strength are provided. Calculation of ultimate axial resistance for
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:Low undrained shear strength is apparent for the cohesive Made Ground (d4) soils and CBR values of <2.3% and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:All encountered strata at the site returned chloride values that were found to be greater than 50mg/l indicating soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:Deep soil mixing (lime or cement columns) and dynamic compaction techniques are not considered appropriate in
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:of groundwater off site. However, given the limited exceedances of EC in groundwater and soil leachate, the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:124:be considered to properly assess the performance of the near surface soils in regard to shallow pad or raft
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:134: SUPERFICIAL SOILS CONTRACT 2 (AREA A), FINAL FACTUAL REPORT,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:135: SUPERFICIAL SOILS CONTRACT 2 (AREA A), FINAL FACTUAL REPORT,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:136: SUPERFICIAL SOILS WA
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:236:screen of the soils, soils leachate and groundwater samples against generic assessment criteria (GAC) designed to be
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:236:and AECOM 2021) identified the following with regards to contamination within the soils and groundwater at and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:238:pH pH was found to be generally elevated in both High pH in soil derived dust is a hazard for construction workers therefore control
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:238: soil and groundwater. The highest values of dust will be particularly important during groundworks. High pH in surface soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:238: site. required for any planting and to prevent generation of dust from bare soil. pH was
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:238: asbestos debris” were observed in eight soil uncontrolled fill (or before asbestos was widely recognised as a health risk) all
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:239: Distributions for total cyanide concentrations for soils and for groundwater indicate
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:239: Concentrations of thiocyanate for soil and groundwater indicated that other areas
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:240:Coke Works Soil: S2‐TP83 (granular Made Ground) at 3m Only S2‐TP83 sample contained concentrations of coal tars in excess of the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:240: be slightly elevated in prepared leachates and concentrations detected in soils. Generally, concentrations of copper do not
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:240: Concentrations of both copper and zinc in soils appear to be generally higher on
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:241: any fill however soils without TPH contamination would not likely be affected.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:241: S1BH05. However, none of the soil leachate concentrations were recorded
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:244:public from a variety of contaminants in soil including, asbestos, pH, acids, alkalis, sulfate, ammonia, cyanides, coal
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:244:for detailed finding of the historic chemical data. Figure F.1 below identifies the limited locations where soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:244:exceedances for a commercial industrial end use were identified during the previous soil screening. The red locations
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:Figure F.1 Previous Soil Screening Hazard Plot (CH2M HILL 2017 and AEG 2018 Previous GI investigations)
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:previously summarised in the initial CSM through the screening of chemical soil sample data.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:An assessment of the potential significance of the concentrations detected in soil during the ground investigations
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:Where applicable and appropriate, the assessment has been divided into two sets of data, comprising those soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:the soils at the site have been assessed. Risk to construction workers are considered separately.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:EC have been derived for a commercial/industrial land use in order to assess the risk from soils to future site users.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:The assessment serves to quantify the available soils data and provide an understanding of the overall baseline
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:condition of the soil quality within the site boundary.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:It is noted that the commercial/industrial human health EC are not based on any aesthetic consideration of soil quality,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:• Soil at the site has a total organic carbon (TOC) geometric mean content of 0.52% (0.9% soil organic matter
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:245:• Soils are deemed to be most representative of a ‘sandy loam’ type soil.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246: Policy Companion Document, December 2014. Commercial/industrial. 1% Soil Organic Matter (SOM);
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:human health risk from the alkaline soils at the site.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:in Soils’ (SR: P5-080/TR3, 2005) states that even where guideline values for the individual TPH fractions are not
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:The calculated HQ and HI from the soil samples obtained across the site have been calculated in respect to assessment
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:• Direct contact with, or ingestion of, contaminants within soils, groundwater, and soil derived dust;
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:• Inhalation of organic vapours from soils, groundwater, and soil derived dust (primarily asbestos); and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:Contaminants in Soil, Version 2.0, Society of Brownfield Risk Assessment, July 2020 and in accordance with UK
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:23.2.2 F.2.2 Human Health – Soil Results
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:There were no exceedances of the EC from the soil samples obtained from the AECOM 2021 ground investigation with
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:A total of eight samples recorded pH in the soil in excess of pH 11.5. Although not directly applicable to human health,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:248:shallow and deeper soils.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:248:High pH in dust in soils is a hazard for construction workers therefore control of dust will be particularly important during
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:248:in Soils” (SR:P5-080/TR3, 2005) states that even where guideline values for the individual TPH fractions are not
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:250:most soil samples taken not observing or detecting asbestos containing material. However, the greatest mass % of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:251:Managing and Working with Asbestos in Soil and Construction and Demolition Materials, Industry guidance, CAR-SOIL,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:251:• Oral exposure – short-term exposure via direct contact with outdoor soil on the assumption that personal protective
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:251:• Dermal exposure – short-term exposure via direct contact with outdoor soil on the assumption that PPE is not
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:252:majority of the site is covered by hardstanding or vegetation, and direct soil contact is minimal. Compared to the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:252:construction worker scenario the commercial / industrial scenario considers a lower inhalation rate, lower soil ingestion
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:252:rate and lower soil to skin adherence factor. As a result of the increase in the soil ingestion rate for construction
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:252:The soil chemical results were screened against the AECOM construction worker GAC and a summary of the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:252:exceedance was recorded in soils at 2.0m bgl in the Made Ground from MS\TP05. The lead exceedances were
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:252:identified within the following soils samples, with all concentrations recorded within the same order of magnitude as the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:253:not worn and no methods of work are adopted to prevent or control exposure to soil. Therefore, they are considered
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:253:survey by a specialist in asbestos identification in soils is advised to ensure appropriate samples are taken for testing
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:253:of fibres during soil disturbance (activity based testing). However, in practice it is expected that most of the development
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:253:maintenance workers coming in contact with contaminated soils within service corridors.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:253:pH levels within the Made Ground soils have been identified at levels which are considered to be corrosive and thus
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:253:may pose harm. High pH in dust in soil is a hazard for construction workers therefore control of dust will be particularly
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:Controlled waters EC selected for soils and groundwater are primarily Environmental Quality Standards (EQS) for
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:A conservative Tier 2 Risk Assessment was undertaken to compare the soil leachate and groundwater sampling
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:comprised the soil leachate results and groundwater sample results from the AECOM 2021 ground investigation. The
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:soils selected for soil leachate analysis were selected based on observations of contamination within the soils during
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:soils. It is noted on this basis therefore, that not necessarily all those soils with the greatest concentrations of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:contaminants recorded will have a corresponding soil leachate analysis. Therefore, there is the potential that the soil
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:assessment, namely groundwater or surface water data, soil leachate data, and lastly soil data.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:In the absence of soil leachate data, an assessment can be undertaken on the soil sample data to evaluate potential
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:risks to controlled waters from reported contaminant concentrations in soil. This references calculated soil EC that
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:represent theoretical soil concentrations that could partition at equilibrium to give a concentration in soil pore water
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:equivalent to the applicable EC in the above list (as described in Section 5 of the RTM). As soil leachate data is
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:available, this exercise has not been undertaken at this level of assessment as the actual soil leachate sample data
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:256:for detailed finding of the historical chemical data. However, in order to provide general indication of soil leachate
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:256:Further detail regarding the previous soil leachate and groundwater screening results and assessment is provided
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:256:Figure G.1 Previous Soil Leachate and Groundwater Screening Hazard Plot (CH2M HILL 2017 and AEG 2018
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:264:24.5.2 G.5.2 Soil Leachate Sampling Test Results (Tier 2 Screening)
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:264:A total of fifteen soil samples were analysed for soil leachate analysis. This included 13 from the Made Ground, 1 from
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:264:Table G5 Summary Soil leachate EQS Exceedances
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:264:No soil leachate exceedances were recorded from MSBH10 at 11.3m bgl (TFD) and MS\TP09 at 3.0m bgl.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:264:rest of the data set), mercury and zinc. The following tables present the soil leachate concentrations from samples
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:265:Table G.6Summary Soil leachate EQS Exceedances – ground level to 2.5m bgl
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:265:Table G.7Summary Soil leachate EQS Exceedances – Below 2.5m bgl
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:the soil leachates. The distribution of the groundwater sample exceedances from Round 1 is presented in Figure G.2
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:a screening value, assuming that all the ammoniacal nitrogen will be in unionised form. Also, soil leachate analysis
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:undertaken indicated that 66% of the soil leachates were less than the EQS screening value. Therefore, it is possible
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:267:screening value were observed in any of the soils analysed. This included a sample taken from the Made Ground within
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:267:south of MS\BH15D, concentrations of naphthalene were recorded in soils between 39 and 4,100 mg/kg at depths
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:267:source. Given the lack of leachable naphthalene recorded and naphthalene observed in the soils (maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:268:The majority of the soil leachable PAHs are detected within the Made Ground in the upper 2.5m bgl. PAHs are generally
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:the Made Ground soils or Tidal Flat Deposits soils at this location. Ethylbenzene did exceed in the groundwater in
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:On the basis of the limited exceedances of assessment criteria in groundwater and soil leachate, the magnitude of
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:attenuation, it is considered that the soil and groundwater quality is unlikely to pose a significant risk to surface water
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:275:24.6.2 G.6.2 Soil Leachate Sampling Test Results (Tier 2 Screening)
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:275:A summary of the soil leachate results exceeding DWS screening criteria (protective of groundwater) is provided in
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:275:Table G.12 Summary Soil leachate DWS Exceedances
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:275:No soil leachate exceedances were recorded from LF\TP02 at 1.0m bgl. MS\BH10 at 11.3m bgl (TFD), MS\BH11 at
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:275:As with the screening against EQS, soil leachate exceedances were recorded from the sample obtained within the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:275:of magnitude or more, greater than the rest of the data set. The following tables present the soil leachate concentrations
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:276:Table G.13 Summary Soil leachate DWS Exceedances – ground level to 2.5m bgl
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:276:Table G.14 Summary Soil leachate DWS Exceedances – below 2.5m bgl
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:277:Ground soil leachate concentrations were detected less than the DWS, with the only soil leachate to exceed being from
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:277:a soil sample in the Tidal Flats Deposits (clay) at 11.3m bgl.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:277:Therefore, the exceedances in the groundwater or soil leachate described above are unlikely to result in harm or
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:280:1 Very Low <0.07 Typically, CH4 <1% and Natural Soil with low
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:280: Natural Soil with high
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:285: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:286: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:287: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:288: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:288: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:288: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:289: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:290: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:291: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:292: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:292: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:292: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:293: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:294: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:295: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:296: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:296: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:296: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:297: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:298: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:299: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:300: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:300: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:300: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:301: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:302: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:303: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:304: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:304: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:304: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:305: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:306: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:307: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:308: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:308: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:308: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:309: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:310: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:311: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:312: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:312: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:312: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:313: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:314: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:315: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:316: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:316: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:316: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:401: SOIL PROPERTIES
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:405:Drained Soil Stiffness Profile 22/10/2021
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Depth below finished ground 25.80 m Soil Properties
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: : 0.000 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Pile Base Area: 0.2827 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Shaft perimeter area 1.88496 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Volume pile material 7.2948 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Compressive Strength: 35.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Material: concrete 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 1500.00 6079.86 1500.00 5.31 14.00 5.85
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 1.38 1.38 1500.00 6079.86 1500.00 5.31 14.00 0.0391 5.81
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 2.75 2.75 1500.00 6079.86 1500.00 5.31 14.00 0.0391 5.77
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 4.13 4.13 1500.00 6079.86 1500.00 5.31 14.00 0.0391 5.74
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 19.46 5.50 5.51 1500.00 6079.85 1500.00 5.31 14.00 0.0391 5.70
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 24.32 6.88 6.88 1500.01 6079.85 1500.01 5.31 14.00 0.0391 5.66
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 29.19 8.25 8.26 1500.01 6079.85 1500.01 5.31 14.00 0.0391 5.62
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 34.05 9.63 9.64 1500.01 6079.85 1500.01 5.31 14.00 0.0391 5.58
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 38.92 11.00 11.02 1500.01 6079.84 1500.01 5.31 14.00 0.0391 5.54
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 43.78 12.38 12.40 1500.02 6079.84 1500.02 5.31 14.00 0.0391 5.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 48.65 13.75 13.78 1500.02 6079.84 1500.02 5.31 14.00 0.0391 5.46
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 53.51 15.13 15.16 1500.02 6079.83 1500.02 5.31 14.00 0.0391 5.42
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 58.38 16.51 16.54 1500.03 6079.83 1500.03 5.31 14.00 0.0391 5.38
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 63.24 17.88 17.92 1500.03 6079.82 1500.03 5.31 14.00 0.0391 5.34
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 68.11 19.26 19.30 1500.04 6079.82 1500.04 5.31 14.00 0.0391 5.31
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 72.97 20.63 20.68 1500.05 6079.81 1500.05 5.31 14.00 0.0391 5.27
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 76.38 21.60 21.65 1500.05 6079.80 1500.05 5.31 14.00 0.0391 5.23
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.06 78.71 22.26 22.31 1500.06 6079.80 1500.06 5.31 14.00 0.0391 5.19
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 81.04 22.91 22.98 1500.07 6079.79 1500.07 5.31 14.00 0.0391 5.15
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 83.37 23.57 23.65 1500.07 6079.78 1500.07 5.31 14.00 0.0391 5.11
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.08 85.71 24.23 24.31 1500.08 6079.78 1500.08 5.31 14.00 0.0391 5.07
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.09 88.04 24.89 24.98 1500.09 6079.77 1500.09 5.31 14.00 0.0391 5.03
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.10 90.37 25.55 25.65 1500.10 6079.76 1500.10 5.31 14.00 0.0391 4.99
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 8.75 4566.76 1291.22 1299.97 1508.75 6071.11 1508.75 5.34 14.00 0.0392 4.95
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 26.23 4685.29 1324.73 1350.97 1526.23 6053.62 1526.23 5.40 14.00 0.0396 4.91
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 44.07 4803.82 1358.25 1402.32 1544.07 6035.78 1544.07 5.46 14.00 0.0400 4.87
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 62.27 4922.35 1391.76 1454.03 1562.27 6017.59 1562.27 5.53 14.00 0.0405 4.83
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 80.81 5040.88 1425.28 1506.09 1580.81 5999.04 1580.81 5.59 14.00 0.0410 4.79
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 99.71 5156.30 1457.91 1557.62 1599.71 5980.14 1599.71 5.66 14.00 0.0415 4.75
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 118.95 5268.59 1489.66 1608.61 1618.95 5960.91 1618.95 5.73 14.00 0.0420 4.71
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 138.52 5380.88 1521.41 1659.93 1638.52 5941.33 1638.52 5.80 14.00 0.0425 4.67
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 157.89 3234.25 914.46 1072.36 1657.89 5921.96 1657.89 5.86 14.00 0.0430 4.62
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 177.05 3300.37 933.16 1110.21 1677.05 5902.81 1677.05 5.93 14.00 0.0435 4.58
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 196.00 2311.45 653.55 849.55 1696.00 5883.86 1696.00 6.00 14.00 0.0440 4.54
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 214.74 2357.85 666.67 881.41 1714.74 5865.11 1714.74 6.06 14.00 0.0445 4.49
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 233.81 2404.24 679.78 913.59 1733.81 5846.05 1733.81 6.13 14.00 0.0450 4.45
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 253.19 2450.64 692.90 946.09 1753.19 5826.67 1753.19 6.20 14.00 0.0455 4.40
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 272.89 2497.03 706.02 978.91 1772.89 5806.96 1772.89 6.27 14.00 0.0460 4.36
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 292.92 2543.42 719.14 1012.05 1792.92 5786.94 1792.92 6.34 14.00 0.0465 4.31
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 313.26 2589.82 732.25 1045.51 1813.26 5766.60 1813.26 6.41 14.00 0.0470 4.26
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 334.49 3839.58 1085.61 1420.11 1834.49 5745.37 1834.49 6.49 14.00 0.0476 4.21
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 356.62 3905.69 1104.31 1460.93 1856.62 5723.24 1856.62 6.57 14.00 0.0481 4.17
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 379.07 3971.81 1123.00 1502.07 1879.07 5700.79 1879.07 6.65 14.00 0.0487 4.12
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 401.85 4037.92 1141.70 1543.54 1901.85 5678.01 1901.85 6.73 14.00 0.0493 4.07
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 424.94 4104.04 1160.39 1585.33 1924.94 5654.91 1924.94 6.81 14.00 0.0499 4.02
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 448.37 4170.15 1179.08 1627.45 1948.37 5631.49 1948.37 6.89 14.00 0.0505 3.97
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 472.11 4236.27 1197.78 1669.89 1972.11 5607.75 1972.11 6.97 14.00 0.0511 3.92
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 496.18 4302.39 1216.47 1712.65 1996.18 5583.68 1996.18 7.06 14.00 0.0517 3.87
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 520.57 4368.50 1235.16 1755.74 2020.57 5559.28 2020.57 7.15 14.00 0.0524 3.81
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 545.29 4434.62 1253.86 1799.15 2045.29 5534.57 2045.29 7.23 14.00 0.0530 3.76
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 570.33 4500.73 1272.55 1842.88 2070.33 5509.53 2070.33 7.32 14.00 0.0536 3.71
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 595.69 4566.85 1291.25 1886.93 2095.69 5484.17 2095.69 7.41 14.00 0.0543 3.65
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 621.37 4632.96 1309.94 1931.31 2121.37 5458.49 2121.37 7.50 14.00 0.0550 3.60
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 647.38 4699.08 1328.63 1976.01 2147.38 5432.48 2147.38 7.59 14.00 0.0556 3.54
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 673.05 3271.61 925.03 1598.08 2173.05 5406.81 2173.05 7.69 14.00 0.0563 3.48
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 698.39 3318.00 938.14 1636.54 2198.39 5381.47 2198.39 7.78 14.00 0.0570 3.43
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 724.05 3364.40 951.26 1675.31 2224.05 5355.81 2224.05 7.87 14.00 0.0576 3.37
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 750.02 3410.79 964.38 1714.40 2250.02 5329.83 2250.02 7.96 14.00 0.0583 3.31
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 776.32 3457.19 977.50 1753.81 2276.32 5303.54 2276.32 8.05 14.00 0.0590 3.25
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 802.93 3503.58 990.61 1793.54 2302.93 5276.93 2302.93 8.14 14.00 0.0597 3.19
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 829.85 3549.97 1003.73 1833.59 2329.85 5250.00 2329.85 8.24 14.00 0.0604 3.13
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 857.10 3596.37 1016.85 1873.95 2357.10 5222.76 2357.10 8.34 14.00 0.0611 3.07
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 884.66 3642.76 1029.97 1914.63 2384.66 5195.20 2384.66 8.43 14.00 0.0618 3.01
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 912.54 3689.16 1043.08 1955.62 2412.54 5167.32 2412.54 8.53 14.00 0.0625 2.95
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 940.74 3735.55 1056.20 1996.94 2440.74 5139.12 2440.74 8.63 14.00 0.0633 2.88
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 969.25 3781.94 1069.32 2038.57 2469.25 5110.61 2469.25 8.73 14.00 0.0640 2.82
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 998.08 3828.34 1082.44 2080.52 2498.08 5081.78 2498.08 8.84 14.00 0.0648 2.76
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 1027.23 3874.73 1095.55 2122.79 2527.23 5052.63 2527.23 8.94 14.00 0.0655 2.69
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 1056.70 3921.13 1108.67 2165.37 2556.70 5023.16 2556.70 9.04 14.00 0.0663 2.62
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 1093.94 4492.52 1270.23 2364.17 2593.94 4985.92 2593.94 9.17 14.00 0.0671 2.56
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 1139.01 4550.72 1286.69 2425.69 2639.01 4940.85 2639.01 9.33 14.00 0.0682 2.49
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 1184.47 4608.93 1303.14 2487.62 2684.47 4895.39 2684.47 9.49 14.00 0.0694 2.42
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 1230.34 4667.13 1319.60 2549.94 2730.34 4849.52 2730.34 9.66 14.00 0.0706 2.35
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 1276.60 4725.34 1336.06 2612.66 2776.60 4803.26 2776.60 9.82 14.00 0.0718 2.28
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 1323.26 4783.55 1352.52 2675.77 2823.26 4756.60 2823.26 9.99 14.00 0.0730 2.20
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 1370.31 4841.75 1368.97 2739.29 2870.31 4709.54 2870.31 10.15 14.00 0.0742 2.13
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 1417.77 4899.96 1385.43 2803.20 2917.77 4662.09 2917.77 10.32 14.00 0.0755 2.05
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 1465.61 4958.17 1401.89 2867.50 2965.61 4614.24 2965.61 10.49 14.00 0.0767 1.98
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 1513.86 5016.37 1418.35 2932.20 3013.86 4566.00 3013.86 10.66 14.00 0.0779 1.90
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 1562.49 5074.58 1434.80 2997.30 3062.49 4517.36 3062.49 10.83 14.00 0.0792 1.82
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 1611.52 5132.78 1451.26 3062.78 3111.52 4468.33 3111.52 11.00 14.00 0.0805 1.74
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 1660.95 5190.99 1467.72 3128.66 3160.95 4418.91 3160.95 11.18 14.00 0.0818 1.66
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 1710.76 5249.20 1484.18 3194.94 3210.76 4369.10 3210.76 11.36 14.00 0.0831 1.57
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 1760.97 5307.40 1500.63 3261.60 3260.97 4318.89 3260.97 11.53 14.00 0.0844 1.49
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 1811.57 5365.61 1517.09 3328.66 3311.57 4268.29 3311.57 11.71 14.00 0.0857 1.40
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 1863.30 6155.03 1740.29 3603.60 3363.30 4216.56 3363.30 11.90 14.00 0.0870 1.32
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 1916.22 6234.60 1762.79 3679.01 3416.22 4163.64 3416.22 12.08 14.00 0.0884 1.23
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 1969.61 6314.16 1785.29 3754.89 3469.61 4110.25 3469.61 12.27 14.00 0.0898 1.14
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 2023.47 6393.73 1807.78 3831.26 3523.47 4056.38 3523.47 12.46 14.00 0.0912 1.05
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 2077.81 6473.29 1830.28 3908.09 3577.81 4002.04 3577.81 12.65 14.00 0.0926 0.96
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 2132.63 6552.85 1852.78 3985.41 3632.63 3947.23 3632.63 12.85 14.00 0.0940 0.86
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 2187.92 6632.42 1875.27 4063.19 3687.92 3891.94 3687.92 13.04 14.00 0.0954 0.77
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 2243.68 6711.98 1897.77 4141.45 3743.68 3836.18 3743.68 13.24 14.00 0.0969 0.67
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Depth below finished ground 25.80 m Soil Properties
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: : 0.000 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Pile Base Area: 0.4418 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Shaft perimeter area 2.35619 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Volume pile material 11.3981 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Compressive Strength: 35.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Material: concrete 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 2500.00 8395.04 2500.00 5.66 14.00 5.75
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 2.15 2.15 2500.00 8395.04 2500.00 5.66 14.00 0.0417 5.70
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 4.30 4.30 2500.00 8395.04 2500.00 5.66 14.00 0.0417 5.66
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 6.45 6.45 2500.00 8395.04 2500.00 5.66 14.00 0.0417 5.62
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 19.46 8.60 8.60 2500.00 8395.03 2500.00 5.66 14.00 0.0417 5.58
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 24.32 10.75 10.75 2500.01 8395.03 2500.01 5.66 14.00 0.0417 5.54
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 29.19 12.89 12.90 2500.01 8395.03 2500.01 5.66 14.00 0.0417 5.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 34.05 15.04 15.06 2500.01 8395.02 2500.01 5.66 14.00 0.0417 5.45
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 38.92 17.19 17.21 2500.02 8395.02 2500.02 5.66 14.00 0.0417 5.41
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 43.78 19.34 19.36 2500.02 8395.02 2500.02 5.66 14.00 0.0417 5.37
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 48.65 21.49 21.52 2500.03 8395.01 2500.03 5.66 14.00 0.0417 5.33
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 53.51 23.64 23.67 2500.03 8395.01 2500.03 5.66 14.00 0.0417 5.29
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 58.38 25.79 25.83 2500.04 8395.00 2500.04 5.66 14.00 0.0417 5.25
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 63.24 27.94 27.98 2500.04 8394.99 2500.04 5.66 14.00 0.0417 5.20
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 68.11 30.09 30.14 2500.05 8394.99 2500.05 5.66 14.00 0.0417 5.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.06 72.97 32.24 32.30 2500.06 8394.98 2500.06 5.66 14.00 0.0417 5.12
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 76.38 33.74 33.81 2500.07 8394.97 2500.07 5.66 14.00 0.0417 5.08
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 78.71 34.77 34.85 2500.07 8394.96 2500.07 5.66 14.00 0.0417 5.04
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.08 81.04 35.80 35.89 2500.08 8394.95 2500.08 5.66 14.00 0.0417 5.00
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.09 83.37 36.83 36.93 2500.09 8394.95 2500.09 5.66 14.00 0.0417 4.95
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.10 85.71 37.86 37.96 2500.10 8394.94 2500.10 5.66 14.00 0.0417 4.91
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.11 88.04 38.89 39.00 2500.11 8394.93 2500.11 5.66 14.00 0.0417 4.87
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.12 90.37 39.92 40.04 2500.12 8394.92 2500.12 5.66 14.00 0.0417 4.83
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 10.94 4566.76 2017.53 2028.47 2510.94 8384.10 2510.94 5.68 14.00 0.0418 4.79
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 32.79 4685.29 2069.90 2102.69 2532.79 8362.24 2532.79 5.73 14.00 0.0421 4.74
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 55.09 4803.82 2122.26 2177.35 2555.09 8339.95 2555.09 5.78 14.00 0.0424 4.70
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 77.83 4922.35 2174.63 2252.46 2577.83 8317.20 2577.83 5.84 14.00 0.0428 4.66
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 101.02 5040.88 2226.99 2328.01 2601.02 8294.02 2601.02 5.89 14.00 0.0432 4.62
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 124.64 5156.30 2277.98 2402.62 2624.64 8270.40 2624.64 5.94 14.00 0.0436 4.57
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 148.69 5268.59 2327.59 2476.28 2648.69 8246.35 2648.69 6.00 14.00 0.0440 4.53
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 173.16 5380.88 2377.20 2550.36 2673.16 8221.88 2673.16 6.05 14.00 0.0444 4.48
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 197.37 3234.25 1428.85 1626.21 2697.37 8197.67 2697.37 6.11 14.00 0.0448 4.44
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 221.31 3300.37 1458.06 1679.37 2721.31 8173.73 2721.31 6.16 14.00 0.0452 4.39
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 245.00 2311.45 1021.17 1266.17 2745.00 8150.04 2745.00 6.21 14.00 0.0456 4.35
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 268.43 2357.85 1041.66 1310.10 2768.43 8126.61 2768.43 6.27 14.00 0.0460 4.30
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 292.26 2404.24 1062.16 1354.42 2792.26 8102.78 2792.26 6.32 14.00 0.0464 4.26
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 316.49 2450.64 1082.66 1399.15 2816.49 8078.55 2816.49 6.38 14.00 0.0468 4.21
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 341.12 2497.03 1103.15 1444.27 2841.12 8053.92 2841.12 6.43 14.00 0.0472 4.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 366.14 2543.42 1123.65 1489.80 2866.14 8028.89 2866.14 6.49 14.00 0.0476 4.11
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 391.57 2589.82 1144.15 1535.72 2891.57 8003.47 2891.57 6.55 14.00 0.0480 4.07
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 418.11 3839.58 1696.27 2114.39 2918.11 7976.92 2918.11 6.61 14.00 0.0485 4.02
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 445.77 3905.69 1725.48 2171.26 2945.77 7949.26 2945.77 6.67 14.00 0.0489 3.97
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 473.84 3971.81 1754.69 2228.53 2973.84 7921.20 2973.84 6.73 14.00 0.0494 3.92
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 502.31 4037.92 1783.90 2286.21 3002.31 7892.73 3002.31 6.80 14.00 0.0499 3.87
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 531.18 4104.04 1813.11 2344.29 3031.18 7863.86 3031.18 6.86 14.00 0.0503 3.82
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 560.46 4170.15 1842.32 2402.78 3060.46 7834.58 3060.46 6.93 14.00 0.0508 3.77
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 590.14 4236.27 1871.53 2461.67 3090.14 7804.90 3090.14 6.99 14.00 0.0513 3.72
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 620.23 4302.39 1900.74 2520.96 3120.23 7774.81 3120.23 7.06 14.00 0.0518 3.67
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 650.72 4368.50 1929.94 2580.66 3150.72 7744.32 3150.72 7.13 14.00 0.0523 3.61
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 681.61 4434.62 1959.15 2640.76 3181.61 7713.43 3181.61 7.20 14.00 0.0528 3.56
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 712.91 4500.73 1988.36 2701.27 3212.91 7682.13 3212.91 7.27 14.00 0.0533 3.51
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 744.61 4566.85 2017.57 2762.18 3244.61 7650.43 3244.61 7.34 14.00 0.0539 3.45
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 776.71 4632.96 2046.78 2823.49 3276.71 7618.32 3276.71 7.42 14.00 0.0544 3.40
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 809.22 4699.08 2075.99 2885.21 3309.22 7585.81 3309.22 7.49 14.00 0.0549 3.34
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 841.32 3271.61 1445.35 2286.67 3341.32 7553.72 3341.32 7.56 14.00 0.0555 3.29
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 872.99 3318.00 1465.85 2338.84 3372.99 7522.05 3372.99 7.63 14.00 0.0560 3.23
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 905.06 3364.40 1486.35 2391.41 3405.06 7489.98 3405.06 7.71 14.00 0.0565 3.18
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 937.53 3410.79 1506.84 2444.37 3437.53 7457.51 3437.53 7.78 14.00 0.0571 3.12
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 970.40 3457.19 1527.34 2497.73 3470.40 7424.64 3470.40 7.86 14.00 0.0576 3.06
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 1003.66 3503.58 1547.83 2551.49 3503.66 7391.38 3503.66 7.93 14.00 0.0582 3.00
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 1037.32 3549.97 1568.33 2605.65 3537.32 7357.72 3537.32 8.01 14.00 0.0587 2.94
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 1071.37 3596.37 1588.83 2660.20 3571.37 7323.66 3571.37 8.08 14.00 0.0593 2.89
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 1105.83 3642.76 1609.32 2715.15 3605.83 7289.21 3605.83 8.16 14.00 0.0599 2.83
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 1140.68 3689.16 1629.82 2770.49 3640.68 7254.36 3640.68 8.24 14.00 0.0605 2.76
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 1175.92 3735.55 1650.32 2826.24 3675.92 7219.12 3675.92 8.32 14.00 0.0610 2.70
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 1211.56 3781.94 1670.81 2882.38 3711.56 7183.47 3711.56 8.40 14.00 0.0616 2.64
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 1247.60 3828.34 1691.31 2938.91 3747.60 7147.43 3747.60 8.48 14.00 0.0622 2.58
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 1284.04 3874.73 1711.80 2995.84 3784.04 7111.00 3784.04 8.57 14.00 0.0628 2.52
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 1320.87 3921.13 1732.30 3053.17 3820.87 7074.17 3820.87 8.65 14.00 0.0634 2.45
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 1367.43 4492.52 1984.73 3352.16 3867.43 7027.61 3867.43 8.75 14.00 0.0641 2.39
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 1423.76 4550.72 2010.45 3434.21 3923.76 6971.28 3923.76 8.88 14.00 0.0650 2.32
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 1480.59 4608.93 2036.16 3516.75 3980.59 6914.45 3980.59 9.01 14.00 0.0659 2.26
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 1537.92 4667.13 2061.88 3599.80 4037.92 6857.12 4037.92 9.14 14.00 0.0669 2.19
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 1595.75 4725.34 2087.59 3683.34 4095.75 6799.29 4095.75 9.27 14.00 0.0679 2.12
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 1654.07 4783.55 2113.31 3767.38 4154.07 6740.96 4154.07 9.40 14.00 0.0688 2.06
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 1712.89 4841.75 2139.02 3851.91 4212.89 6682.14 4212.89 9.54 14.00 0.0698 1.99
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 1772.21 4899.96 2164.74 3936.94 4272.21 6622.83 4272.21 9.67 14.00 0.0708 1.91
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 1832.02 4958.17 2190.45 4022.47 4332.02 6563.02 4332.02 9.81 14.00 0.0718 1.84
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 1892.32 5016.37 2216.16 4108.49 4392.32 6502.72 4392.32 9.94 14.00 0.0728 1.77
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 1953.12 5074.58 2241.88 4195.00 4453.12 6441.92 4453.12 10.08 14.00 0.0738 1.70
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 2014.40 5132.78 2267.59 4282.00 4514.40 6380.63 4514.40 10.22 14.00 0.0748 1.62
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 2076.18 5190.99 2293.31 4369.49 4576.18 6318.85 4576.18 10.36 14.00 0.0758 1.55
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 2138.45 5249.20 2319.02 4457.48 4638.45 6256.59 4638.45 10.50 14.00 0.0769 1.47
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 2201.21 5307.40 2344.74 4545.95 4701.21 6193.83 4701.21 10.64 14.00 0.0779 1.39
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 2264.46 5365.61 2370.45 4634.91 4764.46 6130.58 4764.46 10.78 14.00 0.0790 1.31
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 2329.13 6155.03 2719.21 5048.34 4829.13 6065.91 4829.13 10.93 14.00 0.0800 1.23
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 2395.27 6234.60 2754.36 5149.63 4895.27 5999.77 4895.27 11.08 14.00 0.0811 1.15
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 2462.01 6314.16 2789.51 5251.52 4962.01 5933.03 4962.01 11.23 14.00 0.0822 1.07
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 2529.34 6393.73 2824.66 5354.00 5029.34 5865.69 5029.34 11.38 14.00 0.0834 0.98
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 2597.27 6473.29 2859.81 5457.08 5097.27 5797.77 5097.27 11.54 14.00 0.0845 0.90
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 2665.79 6552.85 2894.96 5560.75 5165.79 5729.25 5165.79 11.69 14.00 0.0856 0.81
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 2734.90 6632.42 2930.11 5665.01 5234.90 5660.14 5234.90 11.85 14.00 0.0868 0.73
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 2804.60 6711.98 2965.26 5769.86 5304.60 5590.44 5304.60 12.01 14.00 0.0879 0.64
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Depth below finished ground 25.80 m Soil Properties
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: : 0.000 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Pile Base Area: 0.6362 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Shaft perimeter area 2.82743 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Volume pile material 16.4133 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Compressive Strength: 35.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Material: concrete 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 3000.00 11028.30 3000.00 4.72 14.00 4.86
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 3.09 3.10 3000.00 11028.30 3000.00 4.72 14.00 0.0348 4.82
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 6.19 6.19 3000.00 11028.30 3000.00 4.72 14.00 0.0348 4.79
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 9.28 9.29 3000.00 11028.30 3000.00 4.72 14.00 0.0348 4.75
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 19.46 12.38 12.38 3000.00 11028.30 3000.00 4.72 14.00 0.0348 4.72
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 24.32 15.47 15.48 3000.01 11028.30 3000.01 4.72 14.00 0.0348 4.68
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 29.19 18.57 18.58 3000.01 11028.29 3000.01 4.72 14.00 0.0348 4.65
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 34.05 21.66 21.68 3000.02 11028.29 3000.02 4.72 14.00 0.0348 4.61
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 38.92 24.76 24.78 3000.02 11028.28 3000.02 4.72 14.00 0.0348 4.58
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 43.78 27.85 27.88 3000.03 11028.28 3000.03 4.72 14.00 0.0348 4.54
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 48.65 30.95 30.98 3000.03 11028.27 3000.03 4.72 14.00 0.0348 4.51
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 53.51 34.04 34.08 3000.04 11028.27 3000.04 4.72 14.00 0.0348 4.47
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 58.38 37.14 37.18 3000.04 11028.26 3000.04 4.72 14.00 0.0348 4.44
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 63.24 40.23 40.28 3000.05 11028.25 3000.05 4.72 14.00 0.0348 4.40
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.06 68.11 43.33 43.39 3000.06 11028.24 3000.06 4.72 14.00 0.0348 4.37
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 72.97 46.42 46.49 3000.07 11028.23 3000.07 4.72 14.00 0.0348 4.33
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.08 76.38 48.59 48.67 3000.08 11028.22 3000.08 4.72 14.00 0.0348 4.30
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.09 78.71 50.07 50.16 3000.09 11028.21 3000.09 4.72 14.00 0.0348 4.26
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.10 81.04 51.56 51.66 3000.10 11028.20 3000.10 4.72 14.00 0.0348 4.23
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.11 83.37 53.04 53.15 3000.11 11028.19 3000.11 4.72 14.00 0.0348 4.19
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.12 85.71 54.52 54.64 3000.12 11028.18 3000.12 4.72 14.00 0.0348 4.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.13 88.04 56.01 56.14 3000.13 11028.17 3000.13 4.72 14.00 0.0348 4.13
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.14 90.37 57.49 57.63 3000.14 11028.16 3000.14 4.72 14.00 0.0348 4.09
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 13.13 4566.76 2905.25 2918.37 3013.13 11015.18 3013.13 4.74 14.00 0.0348 4.06
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 39.35 4685.29 2980.65 3020.00 3039.35 10988.95 3039.35 4.78 14.00 0.0351 4.02
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 66.11 4803.82 3056.06 3122.17 3066.11 10962.19 3066.11 4.82 14.00 0.0354 3.99
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 93.40 4922.35 3131.47 3224.87 3093.40 10934.90 3093.40 4.86 14.00 0.0357 3.95
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 121.22 5040.88 3206.87 3328.09 3121.22 10907.08 3121.22 4.91 14.00 0.0360 3.91
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 149.57 5156.30 3280.29 3429.86 3149.57 10878.73 3149.57 4.95 14.00 0.0363 3.88
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 178.43 5268.59 3351.73 3530.16 3178.43 10849.88 3178.43 5.00 14.00 0.0367 3.84
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 207.79 5380.88 3423.17 3630.96 3207.79 10820.52 3207.79 5.04 14.00 0.0370 3.80
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 236.84 3234.25 2057.54 2294.38 3236.84 10791.46 3236.84 5.09 14.00 0.0373 3.77
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 265.57 3300.37 2099.60 2365.18 3265.57 10762.73 3265.57 5.13 14.00 0.0377 3.73
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 294.00 2311.45 1470.48 1764.48 3294.00 10734.30 3294.00 5.18 14.00 0.0380 3.69
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 322.12 2357.85 1500.00 1822.11 3322.12 10706.19 3322.12 5.22 14.00 0.0383 3.65
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 350.71 2404.24 1529.51 1880.22 3350.71 10677.59 3350.71 5.27 14.00 0.0387 3.61
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 379.79 2450.64 1559.03 1938.81 3379.79 10648.52 3379.79 5.31 14.00 0.0390 3.57
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 409.34 2497.03 1588.54 1997.88 3409.34 10618.96 3409.34 5.36 14.00 0.0393 3.54
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 439.37 2543.42 1618.06 2057.43 3439.37 10588.93 3439.37 5.41 14.00 0.0397 3.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 469.89 2589.82 1647.57 2117.46 3469.89 10558.42 3469.89 5.45 14.00 0.0400 3.46
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 501.74 3839.58 2442.63 2944.37 3501.74 10526.57 3501.74 5.50 14.00 0.0404 3.42
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 534.93 3905.69 2484.69 3019.62 3534.93 10493.38 3534.93 5.56 14.00 0.0408 3.37
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 568.61 3971.81 2526.76 3095.36 3568.61 10459.70 3568.61 5.61 14.00 0.0412 3.33
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 602.77 4037.92 2568.82 3171.58 3602.77 10425.54 3602.77 5.66 14.00 0.0415 3.29
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 637.42 4104.04 2610.88 3248.29 3637.42 10390.89 3637.42 5.72 14.00 0.0419 3.25
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 672.55 4170.15 2652.94 3325.49 3672.55 10355.75 3672.55 5.77 14.00 0.0424 3.21
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 708.17 4236.27 2695.00 3403.17 3708.17 10320.14 3708.17 5.83 14.00 0.0428 3.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 744.27 4302.39 2737.06 3481.33 3744.27 10284.03 3744.27 5.89 14.00 0.0432 3.12
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 780.86 4368.50 2779.12 3559.98 3780.86 10247.44 3780.86 5.94 14.00 0.0436 3.08
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 817.93 4434.62 2821.18 3639.11 3817.93 10210.37 3817.93 6.00 14.00 0.0440 3.03
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 855.49 4500.73 2863.24 3718.73 3855.49 10172.81 3855.49 6.06 14.00 0.0445 2.99
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 893.53 4566.85 2905.30 3798.83 3893.53 10134.77 3893.53 6.12 14.00 0.0449 2.94
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 932.06 4632.96 2947.36 3879.42 3932.06 10096.25 3932.06 6.18 14.00 0.0453 2.90
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 971.07 4699.08 2989.43 3960.49 3971.07 10057.24 3971.07 6.24 14.00 0.0458 2.85
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 1009.58 3271.61 2081.31 3090.89 4009.58 10018.73 4009.58 6.30 14.00 0.0462 2.81
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 1047.59 3318.00 2110.82 3158.41 4047.59 9980.72 4047.59 6.36 14.00 0.0467 2.76
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 1086.07 3364.40 2140.34 3226.41 4086.07 9942.23 4086.07 6.42 14.00 0.0471 2.71
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 1125.04 3410.79 2169.85 3294.89 4125.04 9903.27 4125.04 6.48 14.00 0.0476 2.67
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 1164.47 3457.19 2199.37 3363.84 4164.47 9863.83 4164.47 6.55 14.00 0.0480 2.62
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 1204.39 3503.58 2228.88 3433.27 4204.39 9823.91 4204.39 6.61 14.00 0.0485 2.57
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 1244.78 3549.97 2258.40 3503.18 4244.78 9783.52 4244.78 6.67 14.00 0.0490 2.52
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 1285.65 3596.37 2287.91 3573.56 4285.65 9742.66 4285.65 6.74 14.00 0.0494 2.47
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 1326.99 3642.76 2317.43 3644.42 4326.99 9701.31 4326.99 6.80 14.00 0.0499 2.42
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 1368.81 3689.16 2346.94 3715.75 4368.81 9659.49 4368.81 6.87 14.00 0.0504 2.37
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 1411.11 3735.55 2376.45 3787.56 4411.11 9617.20 4411.11 6.93 14.00 0.0509 2.32
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 1453.88 3781.94 2405.97 3859.85 4453.88 9574.43 4453.88 7.00 14.00 0.0514 2.27
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 1497.12 3828.34 2435.48 3932.61 4497.12 9531.18 4497.12 7.07 14.00 0.0519 2.22
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 1540.85 3874.73 2465.00 4005.84 4540.85 9487.46 4540.85 7.14 14.00 0.0524 2.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 1585.04 3921.13 2494.51 4079.56 4585.04 9443.26 4585.04 7.21 14.00 0.0529 2.11
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 1640.91 4492.52 2858.01 4498.93 4640.91 9387.39 4640.91 7.30 14.00 0.0535 2.06
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 1708.51 4550.72 2895.04 4603.55 4708.51 9319.79 4708.51 7.40 14.00 0.0542 2.00
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 1776.71 4608.93 2932.07 4708.78 4776.71 9251.60 4776.71 7.51 14.00 0.0550 1.95
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 1845.50 4667.13 2969.10 4814.61 4845.50 9182.80 4845.50 7.62 14.00 0.0557 1.89
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 1914.90 4725.34 3006.13 4921.03 4914.90 9113.41 4914.90 7.73 14.00 0.0565 1.84
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 1984.89 4783.55 3043.16 5028.05 4984.89 9043.42 4984.89 7.84 14.00 0.0574 1.78
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 2055.47 4841.75 3080.19 5135.66 5055.47 8972.83 5055.47 7.95 14.00 0.0582 1.72
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 2126.65 4899.96 3117.22 5243.87 5126.65 8901.65 5126.65 8.06 14.00 0.0590 1.66
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 2198.42 4958.17 3154.25 5352.67 5198.42 8829.88 5198.42 8.17 14.00 0.0598 1.60
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 2270.78 5016.37 3191.28 5462.06 5270.78 8757.52 5270.78 8.29 14.00 0.0607 1.54
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 2343.74 5074.58 3228.31 5572.05 5343.74 8684.56 5343.74 8.40 14.00 0.0615 1.48
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 2417.28 5132.78 3265.34 5682.62 5417.28 8611.02 5417.28 8.52 14.00 0.0623 1.42
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 2491.42 5190.99 3302.37 5793.78 5491.42 8536.88 5491.42 8.63 14.00 0.0632 1.35
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 2566.14 5249.20 3339.39 5905.54 5566.14 8462.16 5566.14 8.75 14.00 0.0641 1.29
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 2641.45 5307.40 3376.42 6017.88 5641.45 8386.85 5641.45 8.87 14.00 0.0649 1.23
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 2717.35 5365.61 3413.45 6130.80 5717.35 8310.95 5717.35 8.99 14.00 0.0658 1.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 2794.95 6155.03 3915.66 6710.62 5794.95 8233.35 5794.95 9.11 14.00 0.0667 1.09
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 2874.33 6234.60 3966.28 6840.60 5874.33 8153.98 5874.33 9.23 14.00 0.0676 1.03
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 2954.41 6314.16 4016.90 6971.31 5954.41 8073.89 5954.41 9.36 14.00 0.0685 0.96
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 3035.21 6393.73 4067.51 7102.72 6035.21 7993.09 6035.21 9.49 14.00 0.0695 0.89
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 3116.72 6473.29 4118.13 7234.85 6116.72 7911.58 6116.72 9.61 14.00 0.0704 0.82
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 3198.94 6552.85 4168.75 7367.69 6198.94 7829.36 6198.94 9.74 14.00 0.0714 0.75
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 3281.87 6632.42 4219.36 7501.24 6281.87 7746.43 6281.87 9.87 14.00 0.0723 0.67
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 3365.52 6711.98 4269.98 7635.49 6365.52 7662.79 6365.52 10.01 14.00 0.0733 0.60
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Depth below finished ground 25.80 m Soil Properties
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: : 0.000 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Pile Base Area: 1.1310 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Shaft perimeter area 3.76991 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Volume pile material 29.1791 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Compressive Strength: 35.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Material: concrete 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 14000.00 17249.10 14000.00 12.38 14.00 9.25
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 5.50 5.50 14000.00 17249.09 14000.00 12.38 14.00 0.0912 9.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 11.00 11.01 14000.00 17249.09 14000.00 12.38 14.00 0.0912 9.07
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 16.51 16.51 14000.00 17249.09 14000.00 12.38 14.00 0.0912 8.98
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 19.46 22.01 22.01 14000.01 17249.09 14000.01 12.38 14.00 0.0912 8.89
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.01 24.32 27.51 27.52 14000.01 17249.08 14000.01 12.38 14.00 0.0912 8.80
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 29.19 33.01 33.03 14000.01 17249.08 14000.01 12.38 14.00 0.0912 8.71
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 34.05 38.51 38.53 14000.02 17249.07 14000.02 12.38 14.00 0.0912 8.62
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 38.92 44.01 44.04 14000.03 17249.07 14000.03 12.38 14.00 0.0912 8.52
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 43.78 49.52 49.55 14000.03 17249.06 14000.03 12.38 14.00 0.0912 8.43
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 48.65 55.02 55.06 14000.04 17249.05 14000.04 12.38 14.00 0.0912 8.34
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 53.51 60.52 60.57 14000.05 17249.05 14000.05 12.38 14.00 0.0912 8.25
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.06 58.38 66.02 66.08 14000.06 17249.04 14000.06 12.38 14.00 0.0912 8.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.07 63.24 71.52 71.59 14000.07 17249.03 14000.07 12.38 14.00 0.0912 8.07
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.08 68.11 77.03 77.11 14000.08 17249.01 14000.08 12.38 14.00 0.0912 7.98
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.09 72.97 82.53 82.62 14000.09 17249.00 14000.09 12.38 14.00 0.0912 7.89
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.11 76.38 86.39 86.49 14000.11 17248.99 14000.11 12.38 14.00 0.0912 7.79
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.12 78.71 89.02 89.14 14000.12 17248.98 14000.12 12.38 14.00 0.0912 7.70
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.13 81.04 91.66 91.79 14000.13 17248.96 14000.13 12.38 14.00 0.0912 7.61
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.15 83.37 94.29 94.44 14000.15 17248.95 14000.15 12.38 14.00 0.0912 7.52
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.16 85.71 96.93 97.09 14000.16 17248.93 14000.16 12.38 14.00 0.0912 7.43
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.18 88.04 99.57 99.74 14000.18 17248.92 14000.18 12.38 14.00 0.0912 7.34
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.19 90.37 102.20 102.39 14000.19 17248.90 14000.19 12.38 14.00 0.0913 7.25
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 17.50 4566.76 5164.88 5182.38 14017.50 17231.59 14017.50 12.39 14.00 0.0913 7.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 52.47 4685.29 5298.94 5351.41 14052.47 17196.63 14052.47 12.43 14.00 0.0915 7.06
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 88.15 4803.82 5432.99 5521.14 14088.15 17160.95 14088.15 12.46 14.00 0.0917 6.97
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 124.53 4922.35 5567.05 5691.58 14124.53 17124.56 14124.53 12.49 14.00 0.0919 6.88
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 161.63 5040.88 5701.11 5862.74 14161.63 17087.47 14161.63 12.52 14.00 0.0922 6.79
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 199.43 5156.30 5831.63 6031.06 14199.43 17049.67 14199.43 12.56 14.00 0.0924 6.70
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 237.90 5268.59 5958.64 6196.54 14237.90 17011.19 14237.90 12.59 14.00 0.0927 6.60
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 277.05 5380.88 6085.64 6362.69 14277.05 16972.05 14277.05 12.62 14.00 0.0929 6.51
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 315.79 3234.25 3657.85 3973.64 14315.79 16933.31 14315.79 12.66 14.00 0.0932 6.42
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 354.10 3300.37 3732.63 4086.73 14354.10 16895.00 14354.10 12.69 14.00 0.0934 6.32
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 392.00 2311.45 2614.19 3006.19 14392.00 16857.09 14392.00 12.73 14.00 0.0937 6.23
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 429.49 2357.85 2666.66 3096.15 14429.49 16819.61 14429.49 12.76 14.00 0.0939 6.14
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 467.62 2404.24 2719.13 3186.75 14467.62 16781.48 14467.62 12.79 14.00 0.0942 6.04
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 506.38 2450.64 2771.60 3277.99 14506.38 16742.71 14506.38 12.83 14.00 0.0944 5.95
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 545.79 2497.03 2824.07 3369.86 14545.79 16703.31 14545.79 12.86 14.00 0.0947 5.85
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 585.83 2543.42 2876.54 3462.38 14585.83 16663.26 14585.83 12.90 14.00 0.0949 5.76
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 626.51 2589.82 2929.01 3555.53 14626.51 16622.58 14626.51 12.93 14.00 0.0952 5.66
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 668.98 3839.58 4342.46 5011.44 14668.98 16580.11 14668.98 12.97 14.00 0.0955 5.57
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 713.24 3905.69 4417.23 5130.47 14713.24 16535.86 14713.24 13.01 14.00 0.0958 5.47
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 758.14 3971.81 4492.01 5250.15 14758.14 16490.95 14758.14 13.05 14.00 0.0960 5.37
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 803.69 4037.92 4566.78 5370.47 14803.69 16445.40 14803.69 13.09 14.00 0.0963 5.28
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 849.89 4104.04 4641.56 5491.45 14849.89 16399.21 14849.89 13.13 14.00 0.0966 5.18
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 896.73 4170.15 4716.33 5613.07 14896.73 16352.36 14896.73 13.17 14.00 0.0969 5.09
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 944.22 4236.27 4791.11 5735.33 14944.22 16304.87 14944.22 13.21 14.00 0.0972 4.99
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 992.36 4302.39 4865.88 5858.25 14992.36 16256.73 14992.36 13.26 14.00 0.0976 4.89
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 1041.15 4368.50 4940.66 5981.80 15041.15 16207.95 15041.15 13.30 14.00 0.0979 4.79
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 1090.58 4434.62 5015.43 6106.01 15090.58 16158.52 15090.58 13.34 14.00 0.0982 4.69
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 1140.65 4500.73 5090.21 6230.86 15140.65 16108.44 15140.65 13.39 14.00 0.0985 4.60
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 1191.37 4566.85 5164.98 6356.36 15191.37 16057.72 15191.37 13.43 14.00 0.0988 4.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 1242.74 4632.96 5239.76 6482.50 15242.74 16006.35 15242.74 13.48 14.00 0.0992 4.40
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 1294.76 4699.08 5314.53 6609.29 15294.76 15954.34 15294.76 13.52 14.00 0.0995 4.30
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 1346.10 3271.61 3700.10 5046.21 15346.10 15902.99 15346.10 13.57 14.00 0.0999 4.20
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 1396.78 3318.00 3752.57 5149.36 15396.78 15852.31 15396.78 13.61 14.00 0.1002 4.10
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 1448.10 3364.40 3805.04 5253.14 15448.10 15801.00 15448.10 13.66 14.00 0.1005 4.00
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 1500.05 3410.79 3857.51 5357.56 15500.05 15749.05 15500.05 13.71 14.00 0.1009 3.90
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 1552.63 3457.19 3909.99 5462.62 15552.63 15696.46 15552.63 13.75 14.00 0.1012 3.80
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 1605.85 3503.58 3962.46 5568.31 15605.85 15643.24 15605.85 13.80 14.00 0.1015 3.69
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 1659.71 3549.97 4014.93 5674.63 15659.71 15589.39 15589.39 13.78 14.00 0.1017 3.59
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 1714.20 3596.37 4067.40 5781.59 15714.20 15534.90 15534.90 13.74 14.00 0.1014 3.49
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 1769.32 3642.76 4119.87 5889.19 15769.32 15479.77 15479.77 13.69 14.00 0.1011 3.39
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 1825.08 3689.16 4172.34 5997.42 15825.08 15424.01 15424.01 13.64 14.00 0.1007 3.29
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 1881.47 3735.55 4224.81 6106.28 15881.47 15367.62 15367.62 13.59 14.00 0.1003 3.19
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 1938.50 3781.94 4277.28 6215.78 15938.50 15310.59 15310.59 13.54 14.00 0.1000 3.09
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 1996.16 3828.34 4329.75 6325.91 15996.16 15252.93 15252.93 13.49 14.00 0.0996 2.99
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 2054.46 3874.73 4382.22 6436.68 16054.46 15194.63 15194.63 13.44 14.00 0.0992 2.89
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 2113.39 3921.13 4434.69 6548.08 16113.39 15135.70 15135.70 13.38 14.00 0.0988 2.79
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 2187.88 4492.52 5080.91 7268.80 16187.88 15061.21 15061.21 13.32 14.00 0.0984 2.69
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 2278.01 4550.72 5146.74 7424.76 16278.01 14971.08 14971.08 13.24 14.00 0.0979 2.59
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 2368.94 4608.93 5212.57 7581.52 16368.94 14880.15 14880.15 13.16 14.00 0.0973 2.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 2460.67 4667.13 5278.40 7739.08 16460.67 14788.42 14788.42 13.08 14.00 0.0967 2.40
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 2553.20 4725.34 5344.23 7897.43 16553.20 14695.90 14695.90 12.99 14.00 0.0961 2.30
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 2646.52 4783.55 5410.06 8056.58 16646.52 14602.58 14602.58 12.91 14.00 0.0955 2.21
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 2740.63 4841.75 5475.89 8216.52 16740.63 14508.47 14508.47 12.83 14.00 0.0949 2.11
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 2835.53 4899.96 5541.72 8377.26 16835.53 14413.56 14413.56 12.74 14.00 0.0943 2.02
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 2931.23 4958.17 5607.55 8538.78 16931.23 14317.87 14317.87 12.66 14.00 0.0936 1.93
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 3027.71 5016.37 5673.38 8701.10 17027.71 14221.38 14221.38 12.57 14.00 0.0930 1.83
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 3124.99 5074.58 5739.21 8864.20 17124.99 14124.11 14124.11 12.49 14.00 0.0924 1.74
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 3223.05 5132.78 5805.04 9028.09 17223.05 14026.05 14026.05 12.40 14.00 0.0917 1.65
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 3321.89 5190.99 5870.87 9192.76 17321.89 13927.20 13927.20 12.31 14.00 0.0911 1.56
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 3421.52 5249.20 5936.70 9358.22 17421.52 13827.57 13827.57 12.23 14.00 0.0904 1.47
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 3521.94 5307.40 6002.53 9524.47 17521.94 13727.16 13727.16 12.14 14.00 0.0898 1.38
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 3623.13 5365.61 6068.36 9691.49 17623.13 13625.96 13625.96 12.05 14.00 0.0891 1.29
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 3726.60 6155.03 6961.18 10687.78 17726.60 13522.49 13522.49 11.96 14.00 0.0885 1.20
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 3832.43 6234.60 7051.16 10883.60 17832.43 13416.66 13416.66 11.86 14.00 0.0878 1.11
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 3939.22 6314.16 7141.15 11080.36 17939.22 13309.88 13309.88 11.77 14.00 0.0871 1.03
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 4046.95 6393.73 7231.13 11278.08 18046.95 13202.15 13202.15 11.67 14.00 0.0864 0.94
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 4155.63 6473.29 7321.12 11476.75 18155.63 13093.47 13093.47 11.58 14.00 0.0857 0.85
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 4265.26 6552.85 7411.10 11676.36 18265.26 12983.84 12983.84 11.48 14.00 0.0850 0.77
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 4375.83 6632.42 7501.09 11876.92 18375.83 12873.26 12873.26 11.38 14.00 0.0843 0.68
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 4487.35 6711.98 7591.08 12078.43 18487.35 12761.74 12761.74 11.28 14.00 0.0835 0.60
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Depth below finished ground 25.80 m Soil Properties
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: : 0.000 m 1 0.00 1.920 0.01 0.00 1.00 50.00 1.00 soil d1 Made Ground - Slag dominant
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: : 0.002 m 2 5.90 1.950 34.00 0.00 1.00 50.00 1.00 soil d2 Made Ground - Silty Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Pile Base Area: 0.0908 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Shaft perimeter area 1.06814 sq.m/m 4 7.80 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand soil bored soilbored 1.00
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Surcharge: 0.00 kPa 5 8.50 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay (soft organic )
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Volume pile material 2.3424 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Compressive Strength: 420.00 N/mm2 7 13.80 1.920 27.00 0.00 1.00 50.00 1.00 soil c1 Tidal Flats - Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Pile Modulus 2.1000E+08 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Material: steel 9 21.80 2.230 29.00 0.00 1.00 350.00 1.00 soil b1 Glacial Till
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 0.00 soil 1.92 0.00 1.00 0.00 0.00 0.00 0.01 1.00 50.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.0000 1.00 0.00 0.00 0.00 0.00 0.00 800.00 2820.39 800.00 8.81 210.00 1.56
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 0.26 soil 1.92 4.86 1.00 0.00 4.86 0.00 0.01 1.00 50.00 11.29 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 4.86 0.44 0.44 800.00 2820.39 800.00 8.81 210.00 0.0108 1.55
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 0.52 soil 1.92 9.72 1.00 0.00 9.72 0.00 0.01 1.00 50.00 6.14 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 9.73 0.88 0.88 800.00 2820.39 800.00 8.81 210.00 0.0108 1.54
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 0.77 soil 1.92 14.58 1.00 0.00 14.58 0.00 0.01 1.00 50.00 4.43 1.00 1.00 0.01 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 14.59 1.33 1.33 800.00 2820.39 800.00 8.81 210.00 0.0108 1.53
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 1.03 soil 1.92 19.44 1.00 0.00 19.44 0.00 0.01 1.00 50.00 3.57 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 19.46 1.77 1.77 800.00 2820.39 800.00 8.81 210.00 0.0108 1.52
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 1.29 soil 1.92 24.30 1.00 0.00 24.30 0.00 0.01 1.00 50.00 3.06 1.00 1.00 0.02 0.00 1.00 1.00 0.00 0.0000 1.00 0.00 0.00 24.32 2.21 2.21 800.00 2820.39 800.00 8.81 210.00 0.0108 1.51
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 1.55 soil 1.92 29.16 1.00 0.00 29.16 0.00 0.01 1.00 50.00 2.71 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.00 29.19 2.65 2.65 800.00 2820.39 800.00 8.81 210.00 0.0108 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 1.81 soil 1.92 34.02 1.00 0.00 34.02 0.00 0.01 1.00 50.00 2.47 1.00 1.00 0.03 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 34.05 3.09 3.10 800.01 2820.38 800.01 8.81 210.00 0.0108 1.49
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 2.06 soil 1.92 38.88 1.00 0.00 38.88 0.00 0.01 1.00 50.00 2.29 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 38.92 3.53 3.54 800.01 2820.38 800.01 8.81 210.00 0.0108 1.48
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 2.32 soil 1.92 43.74 1.00 0.00 43.74 0.00 0.01 1.00 50.00 2.14 1.00 1.00 0.04 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 43.78 3.98 3.98 800.01 2820.38 800.01 8.81 210.00 0.0108 1.46
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 2.58 soil 1.92 48.59 1.00 0.00 48.59 0.00 0.01 1.00 50.00 2.03 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 48.65 4.42 4.43 800.01 2820.38 800.01 8.81 210.00 0.0108 1.45
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 2.84 soil 1.92 53.45 1.00 0.00 53.45 0.00 0.01 1.00 50.00 1.94 1.00 1.00 0.05 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.01 53.51 4.86 4.87 800.01 2820.38 800.01 8.81 210.00 0.0108 1.44
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 3.10 soil 1.92 58.31 1.00 0.00 58.31 0.00 0.01 1.00 50.00 1.86 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 58.38 5.30 5.32 800.02 2820.37 800.02 8.81 210.00 0.0108 1.43
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 3.35 soil 1.92 63.17 1.00 0.00 63.17 0.00 0.01 1.00 50.00 1.79 1.00 1.00 0.06 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 63.24 5.74 5.76 800.02 2820.37 800.02 8.81 210.00 0.0108 1.42
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 3.61 soil 1.92 68.03 1.00 0.00 68.03 0.00 0.01 1.00 50.00 1.73 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.02 68.11 6.18 6.21 800.02 2820.37 800.02 8.81 210.00 0.0108 1.41
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 3.87 soil 1.92 72.89 1.00 0.00 72.89 0.00 0.01 1.00 50.00 1.69 1.00 1.00 0.07 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 72.97 6.63 6.65 800.03 2820.36 800.03 8.81 210.00 0.0108 1.40
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 4.13 soil 1.92 77.75 1.00 1.45 76.30 0.00 0.01 1.00 50.00 1.66 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 76.38 6.93 6.96 800.03 2820.36 800.03 8.81 210.00 0.0108 1.39
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 4.39 soil 1.92 82.61 1.00 3.98 78.63 0.00 0.01 1.00 50.00 1.64 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.03 78.71 7.15 7.18 800.03 2820.36 800.03 8.81 210.00 0.0108 1.38
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 4.64 soil 1.92 87.47 1.00 6.51 80.96 0.00 0.01 1.00 50.00 1.62 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 81.04 7.36 7.40 800.04 2820.35 800.04 8.81 210.00 0.0108 1.37
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 4.90 soil 1.92 92.33 1.00 9.04 83.29 0.00 0.01 1.00 50.00 1.60 1.00 1.00 0.08 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.04 83.37 7.57 7.61 800.04 2820.35 800.04 8.81 210.00 0.0108 1.36
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 5.16 soil 1.92 97.19 1.00 11.58 85.61 0.00 0.01 1.00 50.00 1.58 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.01 0.05 85.71 7.78 7.83 800.05 2820.34 800.05 8.81 210.00 0.0108 1.35
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 5.42 soil 1.92 102.05 1.00 14.11 87.94 0.00 0.01 1.00 50.00 1.57 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.05 88.04 7.99 8.04 800.05 2820.34 800.05 8.81 210.00 0.0108 1.33
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 5.68 soil 1.92 106.91 1.00 16.64 90.27 0.00 0.01 1.00 50.00 1.55 1.00 1.00 0.09 0.00 1.00 1.00 0.00 0.0000 1.00 0.02 0.05 90.37 8.20 8.26 800.05 2820.34 800.05 8.81 210.00 0.0108 1.32
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 5.93 soil 1.95 111.81 1.00 19.17 92.64 0.00 34.00 1.00 50.00 1.54 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 35.58 4.96 4566.76 414.63 419.58 804.96 2815.43 804.96 8.87 210.00 0.0109 1.31
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 6.19 soil 1.95 116.74 1.00 21.70 95.04 0.00 34.00 1.00 50.00 1.53 0.44 3.54 0.19 0.00 0.57 0.57 0.38 0.0000 49.30 36.32 14.87 4685.29 425.39 440.25 814.87 2805.52 814.87 8.98 210.00 0.0110 1.30
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 6.45 soil 1.95 121.68 1.00 24.23 97.45 0.00 34.00 1.00 50.00 1.51 0.44 3.54 0.19 0.00 0.56 0.56 0.38 0.0000 49.30 37.05 24.97 4803.82 436.15 461.12 824.97 2795.42 824.97 9.09 210.00 0.0111 1.29
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 6.71 soil 1.95 126.61 1.00 26.76 99.85 0.00 34.00 1.00 50.00 1.50 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 37.78 35.28 4922.35 446.91 482.19 835.28 2785.11 835.28 9.20 210.00 0.0112 1.28
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 6.97 soil 1.95 131.55 1.00 29.29 102.26 0.00 34.00 1.00 50.00 1.49 0.44 3.54 0.20 0.00 0.56 0.56 0.38 0.0000 49.30 38.50 45.79 5040.88 457.67 503.47 845.79 2774.59 845.79 9.32 210.00 0.0114 1.27
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 7.22 soil 1.90 136.42 1.00 31.82 104.60 0.00 34.00 1.00 50.00 1.48 0.44 3.54 0.21 0.00 0.56 0.56 0.37 0.0000 49.30 39.21 56.50 5156.30 468.15 524.65 856.50 2763.89 856.50 9.43 210.00 0.0115 1.26
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 7.48 soil 1.90 141.23 1.00 34.35 106.87 0.00 34.00 1.00 50.00 1.47 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 39.90 67.41 5268.59 478.35 545.75 867.41 2752.98 867.41 9.55 210.00 0.0117 1.25
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 7.74 soil 1.90 146.04 1.00 36.89 109.15 0.00 34.00 1.00 50.00 1.46 0.44 3.54 0.21 0.00 0.55 0.55 0.37 0.0000 49.30 40.59 78.50 5380.88 488.54 567.04 878.50 2741.89 878.50 9.68 210.00 0.0118 1.23
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 8.00 soil 1.90 150.85 1.00 39.42 111.43 0.00 30.00 1.00 50.00 1.45 0.50 3.00 0.20 0.00 0.61 0.61 0.35 0.0000 29.03 39.06 89.47 3234.25 293.64 383.12 889.47 2730.92 889.47 9.80 210.00 0.0120 1.22
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 8.26 soil 1.90 155.66 1.00 41.95 113.71 0.00 30.00 1.00 50.00 1.44 0.50 3.00 0.21 0.00 0.61 0.61 0.35 0.0000 29.03 39.73 100.33 3300.37 299.65 399.98 900.33 2720.06 900.33 9.92 210.00 0.0121 1.21
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 8.51 soil 1.92 160.49 1.00 44.48 116.01 0.00 27.00 1.00 50.00 1.43 0.55 2.66 0.20 0.00 0.65 0.65 0.33 0.0000 19.92 38.21 111.07 2311.45 209.86 320.93 911.07 2709.32 911.07 10.03 210.00 0.0123 1.20
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 8.77 soil 1.92 165.35 1.00 47.01 118.34 0.00 27.00 1.00 50.00 1.42 0.55 2.66 0.20 0.00 0.64 0.64 0.33 0.0000 19.92 38.87 121.69 2357.85 214.07 335.76 921.69 2698.70 921.69 10.15 210.00 0.0124 1.18
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 9.03 soil 1.92 170.21 1.00 49.54 120.67 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 39.53 132.49 2404.24 218.29 350.78 932.49 2687.90 932.49 10.27 210.00 0.0125 1.17
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 9.29 soil 1.92 175.07 1.00 52.07 123.00 0.00 27.00 1.00 50.00 1.41 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.19 143.47 2450.64 222.50 365.97 943.47 2676.91 943.47 10.39 210.00 0.0127 1.16
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 9.55 soil 1.92 179.93 1.00 54.60 125.32 0.00 27.00 1.00 50.00 1.40 0.55 2.66 0.21 0.00 0.64 0.64 0.33 0.0000 19.92 40.84 154.64 2497.03 226.71 381.35 954.64 2665.75 954.64 10.51 210.00 0.0128 1.15
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 9.80 soil 1.92 184.79 1.00 57.13 127.65 0.00 27.00 1.00 50.00 1.39 0.55 2.66 0.22 0.00 0.64 0.64 0.33 0.0000 19.92 41.50 165.99 2543.42 230.92 396.91 965.99 2654.40 965.99 10.64 210.00 0.0130 1.13
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 10.06 soil 1.92 189.65 1.00 59.66 129.98 0.00 27.00 1.00 50.00 1.38 0.55 2.66 0.22 0.00 0.64 0.64 0.32 0.0000 19.92 42.16 177.51 2589.82 235.13 412.65 977.51 2642.88 977.51 10.77 210.00 0.0131 1.12
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 10.32 soil 1.90 194.48 1.00 62.20 132.29 0.00 30.00 1.00 50.00 1.38 0.50 3.00 0.23 0.00 0.59 0.59 0.34 0.0000 29.03 45.17 189.54 3839.58 348.60 538.15 989.54 2630.84 989.54 10.90 210.00 0.0133 1.11
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 10.58 soil 1.90 199.29 1.00 64.73 134.56 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 45.83 202.08 3905.69 354.61 556.69 1002.08 2618.31 1002.08 11.04 210.00 0.0135 1.09
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 10.84 soil 1.90 204.10 1.00 67.26 136.84 0.00 30.00 1.00 50.00 1.37 0.50 3.00 0.24 0.00 0.59 0.59 0.34 0.0000 29.03 46.50 214.81 3971.81 360.61 575.41 1014.81 2605.58 1014.81 11.18 210.00 0.0136 1.08
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 11.09 soil 1.90 208.91 1.00 69.79 139.12 0.00 30.00 1.00 50.00 1.36 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.16 227.71 4037.92 366.61 594.32 1027.71 2592.68 1027.71 11.32 210.00 0.0138 1.07
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 11.35 soil 1.90 213.72 1.00 72.32 141.40 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.59 0.59 0.34 0.0000 29.03 47.83 240.80 4104.04 372.61 613.42 1040.80 2579.59 1040.80 11.46 210.00 0.0140 1.05
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 11.61 soil 1.90 218.52 1.00 74.85 143.67 0.00 30.00 1.00 50.00 1.35 0.50 3.00 0.25 0.00 0.58 0.58 0.34 0.0000 29.03 48.49 254.07 4170.15 378.62 632.69 1054.07 2566.32 1054.07 11.61 210.00 0.0142 1.04
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 11.87 soil 1.90 223.33 1.00 77.38 145.95 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.16 267.53 4236.27 384.62 652.15 1067.53 2552.86 1067.53 11.76 210.00 0.0144 1.02
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 12.13 soil 1.90 228.14 1.00 79.91 148.23 0.00 30.00 1.00 50.00 1.34 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 49.82 281.17 4302.39 390.62 671.79 1081.17 2539.22 1081.17 11.91 210.00 0.0145 1.01
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 12.38 soil 1.90 232.95 1.00 82.44 150.51 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.26 0.00 0.58 0.58 0.34 0.0000 29.03 50.49 294.99 4368.50 396.63 691.62 1094.99 2525.40 1094.99 12.06 210.00 0.0147 0.99
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 12.64 soil 1.90 237.76 1.00 84.97 152.79 0.00 30.00 1.00 50.00 1.33 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.15 309.00 4434.62 402.63 711.62 1109.00 2511.39 1109.00 12.21 210.00 0.0149 0.98
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 12.90 soil 1.90 242.57 1.00 87.51 155.06 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 51.82 323.18 4500.73 408.63 731.82 1123.18 2497.20 1123.18 12.37 210.00 0.0151 0.96
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 13.16 soil 1.90 247.38 1.00 90.04 157.34 0.00 30.00 1.00 50.00 1.32 0.50 3.00 0.27 0.00 0.58 0.58 0.33 0.0000 29.03 52.48 337.56 4566.85 414.63 752.19 1137.56 2482.83 1137.56 12.53 210.00 0.0153 0.95
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 13.42 soil 1.90 252.19 1.00 92.57 159.62 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.14 352.11 4632.96 420.64 772.75 1152.11 2468.28 1152.11 12.69 210.00 0.0155 0.93
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 13.67 soil 1.90 257.00 1.00 95.10 161.90 0.00 30.00 1.00 50.00 1.31 0.50 3.00 0.28 0.00 0.58 0.58 0.33 0.0000 29.03 53.81 366.85 4699.08 426.64 793.49 1166.85 2453.54 1166.85 12.85 210.00 0.0157 0.92
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 13.93 soil 1.92 261.83 1.00 97.63 164.20 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.32 0.0000 19.92 51.78 381.40 3271.61 297.04 678.43 1181.40 2438.99 1181.40 13.01 210.00 0.0159 0.90
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 14.19 soil 1.92 266.69 1.00 100.16 166.53 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.27 0.00 0.62 0.62 0.31 0.0000 19.92 52.43 395.76 3318.00 301.25 697.00 1195.76 2424.63 1195.76 13.17 210.00 0.0161 0.89
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 14.45 soil 1.92 271.55 1.00 102.69 168.86 0.00 27.00 1.00 50.00 1.30 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.08 410.29 3364.40 305.46 715.75 1210.29 2410.10 1210.29 13.33 210.00 0.0163 0.87
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 14.71 soil 1.92 276.41 1.00 105.22 171.19 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 53.74 425.01 3410.79 309.67 734.69 1225.01 2395.38 1225.01 13.49 210.00 0.0165 0.85
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 14.96 soil 1.92 281.27 1.00 107.75 173.51 0.00 27.00 1.00 50.00 1.29 0.55 2.66 0.28 0.00 0.62 0.62 0.31 0.0000 19.92 54.39 439.91 3457.19 313.88 753.80 1239.91 2380.48 1239.91 13.66 210.00 0.0167 0.84
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 15.22 soil 1.92 286.13 1.00 110.28 175.84 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.04 454.99 3503.58 318.10 773.09 1254.99 2365.40 1254.99 13.82 210.00 0.0169 0.82
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 15.48 soil 1.92 290.99 1.00 112.82 178.17 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 55.70 470.25 3549.97 322.31 792.56 1270.25 2350.14 1270.25 13.99 210.00 0.0171 0.80
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 15.74 soil 1.92 295.85 1.00 115.35 180.50 0.00 27.00 1.00 50.00 1.28 0.55 2.66 0.29 0.00 0.61 0.61 0.31 0.0000 19.92 56.35 485.69 3596.37 326.52 812.21 1285.69 2334.70 1285.69 14.16 210.00 0.0173 0.79
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 16.00 soil 1.92 300.71 1.00 117.88 182.83 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.00 501.31 3642.76 330.73 832.04 1301.31 2319.08 1301.31 14.33 210.00 0.0175 0.77
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 16.25 soil 1.92 305.57 1.00 120.41 185.16 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 57.65 517.11 3689.16 334.95 852.05 1317.11 2303.28 1317.11 14.51 210.00 0.0177 0.75
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 16.51 soil 1.92 310.42 1.00 122.94 187.49 0.00 27.00 1.00 50.00 1.27 0.55 2.66 0.30 0.00 0.61 0.61 0.31 0.0000 19.92 58.31 533.08 3735.55 339.16 872.24 1333.08 2287.31 1333.08 14.68 210.00 0.0179 0.73
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 16.77 soil 1.92 315.28 1.00 125.47 189.81 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 58.96 549.24 3781.94 343.37 892.61 1349.24 2271.15 1349.24 14.86 210.00 0.0181 0.71
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 17.03 soil 1.92 320.14 1.00 128.00 192.14 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 59.61 565.58 3828.34 347.58 913.16 1365.58 2254.81 1365.58 15.04 210.00 0.0184 0.70
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 17.29 soil 1.92 325.00 1.00 130.53 194.47 0.00 27.00 1.00 50.00 1.26 0.55 2.66 0.31 0.00 0.61 0.61 0.31 0.0000 19.92 60.26 582.10 3874.73 351.79 933.89 1382.10 2238.29 1382.10 15.22 210.00 0.0186 0.68
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 17.54 soil 1.92 329.86 1.00 133.06 196.80 0.00 27.00 1.00 50.00 1.25 0.55 2.66 0.32 0.00 0.61 0.61 0.31 0.0000 19.92 60.91 598.79 3921.13 356.01 954.80 1398.79 2221.60 1398.79 15.41 210.00 0.0188 0.66
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 17.80 soil 2.02 334.85 1.00 135.59 199.25 0.00 28.00 1.00 350.00 2.76 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 92.26 619.90 4492.52 407.88 1027.78 1419.90 2200.49 1419.90 15.64 210.00 0.0191 0.64
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 18.06 soil 2.02 339.96 1.00 138.12 201.84 0.00 28.00 1.00 350.00 2.73 0.53 2.77 0.48 0.00 0.87 0.87 0.46 0.0000 22.55 93.08 645.44 4550.72 413.17 1058.61 1445.44 2174.95 1445.44 15.92 210.00 0.0194 0.62
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 18.32 soil 2.02 345.07 1.00 140.66 204.42 0.00 28.00 1.00 350.00 2.71 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 93.90 671.20 4608.93 418.45 1089.65 1471.20 2149.19 1471.20 16.20 210.00 0.0197 0.60
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 18.58 soil 2.02 350.19 1.00 143.19 207.00 0.00 28.00 1.00 350.00 2.69 0.53 2.77 0.49 0.00 0.86 0.86 0.46 0.0000 22.55 94.72 697.19 4667.13 423.74 1120.93 1497.19 2123.20 1497.19 16.49 210.00 0.0201 0.58
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 18.83 soil 2.02 355.30 1.00 145.72 209.58 0.00 28.00 1.00 350.00 2.67 0.53 2.77 0.50 0.00 0.86 0.86 0.46 0.0000 22.55 95.54 723.41 4725.34 429.02 1152.43 1523.41 2096.98 1523.41 16.78 210.00 0.0204 0.56
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 19.09 soil 2.02 360.41 1.00 148.25 212.16 0.00 28.00 1.00 350.00 2.65 0.53 2.77 0.50 0.00 0.85 0.85 0.45 0.0000 22.55 96.35 749.85 4783.55 434.31 1184.15 1549.85 2070.54 1549.85 17.07 210.00 0.0208 0.54
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 19.35 soil 2.02 365.52 1.00 150.78 214.74 0.00 28.00 1.00 350.00 2.63 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.17 776.51 4841.75 439.59 1216.10 1576.51 2043.88 1576.51 17.36 210.00 0.0212 0.52
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 19.61 soil 2.02 370.64 1.00 153.31 217.33 0.00 28.00 1.00 350.00 2.61 0.53 2.77 0.51 0.00 0.85 0.85 0.45 0.0000 22.55 97.98 803.40 4899.96 444.88 1248.28 1603.40 2016.99 1603.40 17.66 210.00 0.0215 0.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 19.87 soil 2.02 375.75 1.00 155.84 219.91 0.00 28.00 1.00 350.00 2.59 0.53 2.77 0.51 0.00 0.84 0.84 0.45 0.0000 22.55 98.79 830.51 4958.17 450.16 1280.68 1630.51 1989.88 1630.51 17.96 210.00 0.0219 0.47
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 20.12 soil 2.02 380.86 1.00 158.37 222.49 0.00 28.00 1.00 350.00 2.57 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 99.60 857.85 5016.37 455.45 1313.30 1657.85 1962.54 1657.85 18.26 210.00 0.0222 0.45
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 20.38 soil 2.02 385.97 1.00 160.90 225.07 0.00 28.00 1.00 350.00 2.56 0.53 2.77 0.52 0.00 0.84 0.84 0.45 0.0000 22.55 100.41 885.41 5074.58 460.73 1346.14 1685.41 1934.98 1685.41 18.56 210.00 0.0226 0.43
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 20.64 soil 2.02 391.09 1.00 163.43 227.65 0.00 28.00 1.00 350.00 2.54 0.53 2.77 0.53 0.00 0.84 0.84 0.44 0.0000 22.55 101.22 913.20 5132.78 466.02 1379.21 1713.20 1907.19 1713.20 18.87 210.00 0.0230 0.41
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 20.90 soil 2.02 396.20 1.00 165.97 230.23 0.00 28.00 1.00 350.00 2.52 0.53 2.77 0.53 0.00 0.83 0.83 0.44 0.0000 22.55 102.03 941.20 5190.99 471.30 1412.50 1741.20 1879.19 1741.20 19.18 210.00 0.0234 0.38
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 21.16 soil 2.02 401.31 1.00 168.50 232.82 0.00 28.00 1.00 350.00 2.50 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 102.84 969.43 5249.20 476.59 1446.02 1769.43 1850.96 1769.43 19.49 210.00 0.0238 0.36
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 21.41 soil 2.02 406.42 1.00 171.03 235.40 0.00 28.00 1.00 350.00 2.49 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 103.64 997.88 5307.40 481.87 1479.75 1797.88 1822.51 1797.88 19.80 210.00 0.0241 0.33
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 21.67 soil 2.02 411.54 1.00 173.56 237.98 0.00 28.00 1.00 350.00 2.47 0.53 2.77 0.54 0.00 0.83 0.83 0.44 0.0000 22.55 104.45 1026.55 5365.61 487.15 1513.71 1826.55 1793.84 1793.84 19.76 210.00 0.0243 0.31
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 21.93 soil 2.23 416.92 1.00 176.09 240.83 0.00 29.00 1.00 350.00 2.45 0.52 2.88 0.56 0.00 0.81 0.81 0.45 0.0000 25.56 108.32 1055.87 6155.03 558.83 1614.70 1855.87 1764.52 1764.52 19.43 210.00 0.0241 0.29
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 22.19 soil 2.23 422.56 1.00 178.62 243.94 0.00 29.00 1.00 350.00 2.43 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 109.30 1085.86 6234.60 566.05 1651.91 1885.86 1734.53 1734.53 19.10 210.00 0.0237 0.26
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 22.45 soil 2.23 428.20 1.00 181.15 247.05 0.00 29.00 1.00 350.00 2.42 0.52 2.88 0.57 0.00 0.81 0.81 0.45 0.0000 25.56 110.27 1116.11 6314.16 573.28 1689.39 1916.11 1704.28 1704.28 18.77 210.00 0.0233 0.24
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 22.70 soil 2.23 433.85 1.00 183.68 250.17 0.00 29.00 1.00 350.00 2.40 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 111.25 1146.64 6393.73 580.50 1727.13 1946.64 1673.75 1673.75 18.44 210.00 0.0229 0.22
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 22.96 soil 2.23 439.49 1.00 186.21 253.28 0.00 29.00 1.00 350.00 2.38 0.52 2.88 0.58 0.00 0.80 0.80 0.44 0.0000 25.56 112.23 1177.43 6473.29 587.72 1765.15 1977.43 1642.96 1642.96 18.10 210.00 0.0224 0.19
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 23.22 soil 2.23 445.14 1.00 188.74 256.39 0.00 29.00 1.00 350.00 2.37 0.52 2.88 0.59 0.00 0.80 0.80 0.44 0.0000 25.56 113.20 1208.49 6552.85 594.95 1803.44 2008.49 1611.90 1611.90 17.75 210.00 0.0220 0.17
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 23.48 soil 2.23 450.78 1.00 191.28 259.50 0.00 29.00 1.00 350.00 2.35 0.52 2.88 0.59 0.00 0.79 0.79 0.44 0.0000 25.56 114.17 1239.82 6632.42 602.17 1841.99 2039.82 1580.57 1580.57 17.41 210.00 0.0216 0.15
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 23.74 soil 2.23 456.42 1.00 193.81 262.62 0.00 29.00 1.00 350.00 2.33 0.52 2.88 0.60 0.00 0.79 0.79 0.44 0.0000 25.56 115.14 1271.42 6711.98 609.39 1880.81 2071.42 1548.97 1548.97 17.06 210.00 0.0212 0.13
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:7: soil, air, water or noise pollution or land instability. Development should,
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:112: been encountered, nor the extent of the impact of soil and leachate
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:112: impact of soil and leachate contamination on controlled waters. In
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:226: to provide a soil management plan, and to instead obligate the
EN010103-000005-EN010103_Scoping Report.pdf:12: particular soil, land, water and
EN010103-000005-EN010103_Scoping Report.pdf:46: disturbance of contaminated soils and contamination perched groundwater and
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:19:documentation. However, in some locations, the cover may have been reduced by factors such as soil
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:37: Storing of Soil …………………………………………………………………………………………….. 6
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:41: excavation carried out in layers not exceeding 150mm. The remaining soil is to be removed
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:41: pipeline with the remaining soil removed by hand.
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:41: • Similarly, soil removed from below the pipe shall be by hand although an excavator can be
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:41: used to uplift the soil from the trench.
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:41: Storing of Soil
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:41: • Sub soil shall be stored separate from the topsoil.
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:41: • Soil should not be stored under power lines.
EN010103-002198-Report on the Implications for European Sites (RIES).pdf:29: habitat loss could be excluded. Based on the soils data in the
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:73:the country’s water, soil and waste resources.
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:122:nation of the soil and the groundwater, emissions and dischar- like human errors, unexpected system failure, sabotages or
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:130:Italian Regulatory Authority for Energy, Networks and Envi- materials and set limits to or prohibit the discharge of soil, wa-
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:130:ses in raw materials may negatively affect future sales mar- taminants into the atmosphere, the soil, water or groundwater
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:134:ting their exposure to fossil fuel projects, as witnessed by a failure to perform soil or groundwater reclamation, environmen-
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:142: precaution, prevention, protection and emissions into the air, water and soil
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:175: operational spill impacted 95% soil and 5% water body, those due to sabotage impacted 93% soil and 7% water body.
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:175: Waste from remediation activities: this includes waste from soil securing and remediation activities, demolition and
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:243:environmental clean-up and remediation of soil and groundwater uncertainties in applying rules in force were in respect of the
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:268: This criminal proceeding initially regarded soil statute of limitations. Finally, in relation to the alleged
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:269: the reclaiming activities of soil, which were discharged charge of safety standards at the involved facility.
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:270: of the execution of clean-up of soil and groundwater any detrimental effect, even if only visual, of the flaring
EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:272:(iii) Eni SpA — Eni Rewind SpA (former Syndial SpA) a test certificate for the works carried out on the soils,
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:36: nitrogen deposition to soils, potentially leading to deleterious effects in resident
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:36: atmosphere is widely known to enhance soil fertility and to lead to eutrophication.
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:37: soils and water, altering the species composition of
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:38: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:42: taken forward to Appropriate Assessment. Available soils data, refer doc NS051-CV-
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:42: further GI and detailed design. Understanding the geology and soils composition will
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:71:6.1.51 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:111:We are helping to improve air quality by reducing emissions from our operations on land, businesses are supported by our global Soil & Groundwater
EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:111:and providing cleaner ways to power transport and industry. team which reviews and implements appropriate remedies. The Soil &
EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:112:of 364 installed cages at the end of 2020. This year-on-year reduction 2) remediation of soil and sediments; and
EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:112:separate layer and is not mixed with water or soil – remained at around remediation work resumed.
EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:112:access a damaged site to start joint investigation visits with regulators, In 2021, the remediation of the soil and sediments at the Bodo project
EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:112:not mixed with water or soil. on more than 60% of around 1,000 hectares that have been designated
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:1: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:2: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:3: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:4: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:4: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:4: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:5: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:6: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:7: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:8: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:8: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:8: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:9: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:10: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:11: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:12: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:12: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:12: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:13: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:14: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:15: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:16: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:16: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:16: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:17: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:18: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:19: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:20: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:20: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:20: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:21: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:22: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:23: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:24: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:24: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:24: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:25: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:26: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:27: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:28: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:28: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:28: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:29: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:30: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:31: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:32: Soil Chemical Results Screened against GAC protective of Onshore Net Zero Teesside
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:32: XXX Exceedance of HH Soil. Commercial/Industrial. Sandy Loam. TOC>=0.58 to <1.45%
EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:32: XXX Exceedance of HH Soil. C4SL Commercial (England, Ireland, Northern Ireland, Wales.
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:6: (ii) earthworks (including soil stripping and storage and site levelling) and
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:13:impacts on dust soiling from unmitigated earthworks, construction and track out activities
EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:4: managing or otherwise decommissioning any boreholes installed for the investigation of soils,
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:19:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:21: subsoil and remove soil samples;
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:41: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:49: © a soil management plan;
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:56: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:108: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:135: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:156: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf:13: soils stockpiling;
EN010103-001023-NZT DCO 6.4.8 ES Vol III Appendix 8C Air Quality - Amine Degradation Assessment.pdf:10: unlikely to be transported over long distances in air or to partition to soil and
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:18: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:35: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:35: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:36: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:36: soils and water, altering the species composition of
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-001138-NZT DCO 6.4.47 ES Vol III Appendix 24B Assessment of Cumulative Effects Stages 1-3.pdf:18: levels of soil, air, water, or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:189:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:190: surface layer, subsoil and groundwater and remove soil and groundwater samples;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:261: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:269: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:275: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:12: v) Where have the visual effects of stockpiles been accounted for? its geotechnical properties risk based soil re-use criteria would be
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:16: constraints present. Similarly, paragraph 5.3.24 of the ES APP-087 states that excavated soil and storage, handling and stringing of the individual sections of
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:94: STBC ground investigations, risk assessments and any remediation required. 38.3 m depth. In-situ testing and associated soil, rock and groundwater
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:96: pathways for contact with contaminated soil’ in Section 10.10.43 of the APP-092. The Environmental Risk assessment will be reviewed, and if
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:151: reasonably practicable from gravel, soil, other solid matter, oil or matter in
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:44: any boreholes installed for the investigation of soils, groundwater or geotechnical purposes.
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:11:BGS Estimated Soil Chemistry pg 36 Yes
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:11:BGS Urban Soil Chemistry
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:48: BGS Estimated Soil Chemistry
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:48: Soil Sample Type: Rural Soil and Sediment (S) 520022
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:48: BGS Estimated Soil Chemistry
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:48: Soil Sample Type: Rural Soil and Sediment (W) 520481
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:48: BGS Estimated Soil Chemistry
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:48: Soil Sample Type: Rural Soil and Sediment (SE) 520234
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:49: BGS Measured Urban Soil Chemistry
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:49: BGS Urban Soil Chemistry Averages
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:60:BGS Estimated Soil Chemistry
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:83:Estimated Soil Chemistry Arsenic - Slice B
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:84:Estimated Soil Chemistry Cadmium - Slice B
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:85:Estimated Soil Chemistry Chromium - Slice B
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:86:Estimated Soil Chemistry Lead - Slice B
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:87:Estimated Soil Chemistry Nickel - Slice B
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:11:BGS Estimated Soil Chemistry pg 43 Yes Yes
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:11:BGS Urban Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:50: Stone, Clay, Soils
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:51: Authorised Waste Clean Soil, Sand, Clay
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: BGS Estimated Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: Soil Sample Type: Rural Soil and Sediment (NE) 523000
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: BGS Estimated Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: Soil Sample Type: Rural Soil and Sediment (SE) 522000
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: BGS Estimated Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: Soil Sample Type: Rural Soil and Sediment (E) 522516
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: BGS Estimated Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: Soil Sample Type: Rural Soil and Sediment (E) 522768
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: BGS Estimated Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:55: Soil Sample Type: Rural Soil and Sediment (NE) 523000
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:56: BGS Estimated Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:56: Soil Sample Type: Rural Soil and Sediment (W) 522516
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:56: BGS Estimated Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:56: Soil Sample Type: Rural Soil and Sediment (S) 522500
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:56: BGS Estimated Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:56: Soil Sample Type: Rural Soil and Sediment (W) 522334
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:56: BGS Estimated Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:56: Soil Sample Type: Rural Soil and Sediment (W) 522734
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:57: BGS Measured Urban Soil Chemistry
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:57: BGS Urban Soil Chemistry Averages
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:81:BGS Estimated Soil Chemistry
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:20:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:22: subsoil and remove soil samples;
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:41: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:49: © a soil management plan;
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:57: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:109: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:136: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:160: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:184: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:8: Methods of Test for Soils for Civil Engineering Purposes
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:8: BS EN ISO 14688-1:2018 & 14688-2:2018 Identification and Classification of Soil
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:9:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:9:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:11:cylindrical specimens of soil/rock core. Within sonic sample holes MS\BH06, MS\BH07, MS\BH09 and
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:13:Representative samples of soil, water and rock were obtained from the exploratory holes and were taken to
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:14:In addition soil samples were taken for VOC testing in accordance to BS10176:2020 as required by the
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:21:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:22:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:22:Legend A graphical representation of the materials encountered using BS 5930 recommended symbols for soil and rock.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:22:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:22:Description Engineering description of each individual soil or rock type follows recommendations outlined in the current BS 5930 with
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:25:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS5930.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:26:ES Environmental soil sample.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:26:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:28: Soils
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:28:Note: Composite soil types will be
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:38: 68 SOIL 16.75-28.65m … soil. Soft to firm thinly laminated dark
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:59:16.65 0 SOIL -10.33 16.65 16.65-27.40m … soil. Very soft dark brown silty CLAY with
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:79: 33 SOIL 12.70-24.00m … soil.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:95: 83 SOIL 12.70-23.50m … soil.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:111:13.75 0 SOIL -8.75 13.75 13.75m … J1 (1) Laminated brown CLAY with
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:111: 13.75-25.00m … soil.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:127: 38 SOIL 15.00-20.30m … soil. Stiff grey brown slightly sandy slightly
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:145: 100 SOIL 16.30m … J57 Firm dark grey brown slightly sandy
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:145: 16.30-22.00m … Soil.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:165: 100 SOIL -9.27 16.60 16.60-22.30m … soil.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:184: 87 SOIL 16.30-24.80m … soil. Very soft to soft grey brown organic
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:199: 100 SOIL 15.15m … B56 Stiff dark red brown slightly sandy
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:199: 15.15-20.00m … soil.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:219: 100 SOIL 12.60-20.00m … soil. Firm brown grey organic slightly
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:237: 34 SOIL 15.00m … J48 Firm grey brown slightly sandy slightly
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:237: 15.00-20.50m … soil.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:257:16.65 33 SOIL -9.50 16.65 16.65-20.40m … soil. Firm to stiff dark grey brown slightly
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:273: 5.56 0.15 (1) MADE GROUND (Black ash and soil).
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:275:11.70 70 SOIL -5.99 11.70 11.70-15.30m … soil. Stiff dark brown slightly sandy slightly
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:287:13.20 100 SOIL -6.01 13.20 13.20m … B47 Soft grey silty CLAY.
EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:287: 13.20-17.25m … soil.
EN010103-002522-NZT DCO 9.49 - Response to ISH6 actions Nov22(D12).pdf:12:7.1.2 Concentrations of DIN in soil and groundwater arising from former activities will
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:15: Description 8 Soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:1886080 MS\BH16 13.40 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:1886081 MS\BH17 3.90 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:1886082 MS\BH17 5.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:1886083 LF\BH02 18.40 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:1886084 MS\BH09 13.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:1886085 MS\BH17 6.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:1886086 MS\BH17 7.20 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:1886087 MS\BH17 14.20 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:18:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:24: Description 8 Soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:1875196 MS\BH16 13.40 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:1875197 MS\BH07 22.40 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:1875198 MS\BH17 18.70-18.90 SOIL 08/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:1875199 MS\BH09 14.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:1875200 MS\BH17 1.00-1.20 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:1875201 MS\BH17 3.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:1875202 MS\BH17 3.90 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:1875203 MS\BH17 5.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:34:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:37: Description 4 Soil samples, 1 Leachate sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:42:1872963 MS\BH09 3 0.50 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:42:1872964 MS\BH09 8 2.00-2.30 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:44:1872963 MS\BH09 0.50 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:44:1872964 MS\BH09 2.00-2.30 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:44:1872965 MS\BH09 4.65-4.85 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:44:1872966 MS\BH15 12.45-13.00 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:44:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:44:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:45: Description 11 Soil samples, 2 Leachate samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:64:1870852 MS\BH15 4 1.00 SOIL NAD none Lee Kerridge
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:64:1870856 MS\BH16 5 0.50 SOIL NAD none Lee Kerridge
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:64:1870857 MS\BH16 17 3.30-3.50 SOIL NAD none Lee Kerridge
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:64:1870859 MS\BH16 23 5.00-5.20 SOIL NAD none Lee Kerridge
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870852 MS\BH15 1.00 SOIL 01/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870853 MS\BH15 2.70-2.90 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870854 MS\BH15 4.40-4.60 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870855 MS\BH07 15.70-15.90 SOIL 01/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870856 MS\BH16 0.50 SOIL 01/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870857 MS\BH16 3.30-3.50 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870858 MS\BH16 4.20-4.40 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870859 MS\BH16 5.00-5.20 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870860 MS\BH16 5.70-5.90 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870861 MS\BH14 14.20 SOIL 01/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:1870862 MS\BH14 17.50-17.70 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:65:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:68: Description 5 Soil samples, 1 Leachate sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:83:1870839 MS\BH07 7 4.20-4.65 SOIL NAD none D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:84:1870836 MS\BH07 0.35 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:84:1870837 MS\BH07 1.00-2.00 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:84:1870838 MS\BH07 2.70-4.20 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:84:1870839 MS\BH07 4.20-4.65 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:84:1870840 MS\BH07 4.65-5.00 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:84:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:84:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:87: Description 3 Soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:95:1870195 MS\BH14 16 4.20-4.40 SOIL Chrysotile Chrysotile present in Microscopic Keith Wilson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:97:1870194 LF\BH01 28.65-28.95 SOIL 29/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:97:1870195 MS\BH14 4.20-4.40 SOIL 29/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:97:1870196 MS\BH14 4.50-4.80 SOIL 29/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:97:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:97:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:100: Description 8 Soil samples, 3 Leachate samples, 1 Water sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:121:1869128 MS\BH02 13 2.25-2.70 SOIL NAD none Keith Wilson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:1869125 MS\BH14 0.30 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:1869126 MS\BH14 1.00 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:1869127 MS\BH13 10.20-10.40 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:1869128 MS\BH02 2.25-2.70 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:1869129 MS\BH02 10.20-10.40 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:1869130 MS\BH02 11.20-11.40 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:1869131 MS\BH03 23.40 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:1869132 MS\BH13 11.00-11.20 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:122:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:125: Description 3 Soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:129:1869083 MS\BH02 0.30 SOIL 25/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:129:1869084 MS\BH13 0.50 SOIL 25/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:129:1869085 MS\BH13 3.60 SOIL 25/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:129:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:129:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:132: Description 4 Soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:143:1868020 LF\TP03 19 4.00 SOIL NAD none D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:144:1868020 LF\TP03 4.00 SOIL 24/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:144:1868021 LF\BH02 8.70-8.90 SOIL 24/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:144:1868022 MS\BH03 11.00-11.20 SOIL 24/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:144:1868023 MS\BH03 9.50-9.80 SOIL 24/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:144:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:144:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:147: Description 3 Soil samples, 1 Leachate sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:156:1868008 LF\TP02 5 1.00 SOIL NAD none D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:157:1868008 LF\TP02 1.00 SOIL 23/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:157:1868009 MS\BH03 3.00-3.30 SOIL 23/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:157:1868010 MS\BH04 22.30 SOIL 23/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:157:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:157:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:160: Description 12 Soil samples, 1 Leachate sample, 4 Water samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867085 LF\BH01 1 0.30 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867086 LF\BH01 2 0.50 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867087 LF\BH01 4 2.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867089 LF\TP01 1 0.30 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867090 LF\TP01 5 1.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867091 LF\BH02 1 0.30 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867092 LF\BH02 3 1.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867093 MS\BH03 2 0.50 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867094 MS\BH03 3 1.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867095 MS\BH03 4 2.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:185:1867265 MS\TP06 9 3.80 SOIL Chrysotile Bundle of Chrysotile fibres Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867085 LF\BH01 0.30 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867086 LF\BH01 0.50 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867087 LF\BH01 2.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867088 LF\BH01 4.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867089 LF\TP01 0.30 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867090 LF\TP01 1.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867091 LF\BH02 0.30 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867092 LF\BH02 1.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867093 MS\BH03 0.50 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867094 MS\BH03 1.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867095 MS\BH03 2.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:1867265 MS\TP06 3.80 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:187:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:190: Description 3 Soil samples, 1 Leachate sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:198:1866591 MS\TP10 2 0.30 SOIL NAD none Keith Wilson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:198:1866592 MS\TP10 6 0.50 SOIL NAD none Keith Wilson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:199:1866590 MB\BH05 17.30 SOIL 21/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:199:1866591 MS\TP10 0.30 SOIL 21/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:199:1866592 MS\TP10 0.50 SOIL 21/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:199:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:199:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:202: Description One Soil sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:206:1866587 MS\TP05 15 3.00 SOIL NAD none Michael Kay
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:207:1866587 MS\TP05 3.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:207:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:207:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:210: Description One Soil sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:214:1866586 MS\TP01 4 0.50 SOIL NAD none Michael Kay
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:215:1866586 MS\TP01 0.50 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Sulphur (free) (7 days), Total Sulphur ICP (7 days),
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:215:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:215:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:218: Description One Soil sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:222:1866583 MS\TP06 4 0.50 SOIL NAD none Michael Kay
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:223:1866583 MS\TP06 0.50 SOIL 15/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:223:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:223:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:226: Description 2 Soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:230:1866576 MS\BH10 5.00 SOIL 14/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Sulphur (free) (7 days), Total Sulphur ICP (7 days),
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:230:1866577 MS\TP04 0.50 SOIL 14/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Sulphur (free) (7 days), Total Sulphur ICP (7 days),
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:230:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:230:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:233: Description 12 Soil samples, 1 Leachate sample, 1 Water sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865488 MS\BH04 1 0.30 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865489 MS\BH04 2 0.50 SOIL Chrysotile Bundle of Chrysotile fibres Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865492 MS\TP01 15 3.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865493 MS\TP01 19 4.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865494 MS\TP05 4 0.50 SOIL Chrysotile Bundle of Chrysotile fibres Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865495 MS\TP05 6 1.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865496 MS\TP05 11 2.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865497 MS\TP07 4 0.50 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865498 MS\TP07 10 2.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:261:1865499 MS\TP07 19 4.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865488 MS\BH04 0.30 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865489 MS\BH04 0.50 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865490 MS\BH04 1.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865491 MS\BH10 19.10 SOIL 18/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865492 MS\TP01 3.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865493 MS\TP01 4.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865494 MS\TP05 0.50 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865495 MS\TP05 1.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865496 MS\TP05 2.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865497 MS\TP07 0.50 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865498 MS\TP07 2.00 SOIL 18/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:1865499 MS\TP07 4.00 SOIL 18/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:263:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:266: Description 3 Soil samples, 1 Leachate sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:275:1864614 MS\TP09 6 1.00 SOIL NAD none Keith Wilson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:275:1864615 MS\TP09 15 3.00 SOIL NAD none Keith Wilson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:276:1864612 MS\BH05 4.40 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:276:1864613 MS\BH05 16.60 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:276:1864614 MS\TP09 1.00 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:276:1864615 MS\TP09 3.00 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:276:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:276:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:279: Description 2 Soil samples, 1 Leachate sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:286:1864603 MS\TP06 6 1.20 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:287:1864602 MS\BH10 11.30 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:287:1864603 MS\TP06 1.20 SOIL 15/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:287:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:287:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:290: Description 2 Soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:298:1864247 MS\TP03 9 2.00 SOIL NAD none Keith Wilson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:298:1864248 MS\TP04 5 4.00 SOIL NAD none Keith Wilson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:299:1864247 MS\TP03 2.00 SOIL 14/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:299:1864248 MS\TP04 4.00 SOIL 15/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:299:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:299:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:302: Description One Soil sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:310:1862197 MS\BH10 6 4.00 SOIL NAD none D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:311:1862197 MS\BH10 4.00 SOIL 09/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:311:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:311:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:314: Description 1 Soil sample, 1 Water sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:324:1860515 MS\BH10 3 1.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:325:1860515 MS\BH10 1.00 SOIL 07/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:325:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:325:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:328: Description 3 Soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:336:1860481 MS\BH12 3 1.00 SOIL NAD none Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:337:1860480 MS\BH11 13.20 SOIL 03/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:337:1860481 MS\BH12 1.00 SOIL 03/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:337:1860482 MS\BH12 2.70-3.00 SOIL 03/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:337:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:337:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:340: Description 3 Soil samples, 1 Leachate sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:350:1859044 MS\BH11 2 0.50 SOIL Amosite Amosite present as fibre bundles D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:350:1859045 MS\BH11 6 4.00 SOIL NAD none D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:352:1859044 MS\BH11 0.50 SOIL 02/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:352:1859045 MS\BH11 4.00 SOIL 02/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:352:1859046 MS\BH11 5.00 SOIL 02/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:352:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:352:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:355: Description 3 Soil samples, 1 Leachate sample.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:365:1856406 MS\BH08 1 0.36 SOIL NAD none D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:365:1856407 MS\BH08 5 3.00 SOIL NAD none D Wilkinson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:366:1856406 MS\BH08 0.36 SOIL 28/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:366:1856407 MS\BH08 3.00 SOIL 28/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:366:1856408 MS\BH08 6.00 SOIL 28/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:366:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:366:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:369: Description 2 Soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:377:1854685 MS\BH06 1 0.50 SOIL Chrysotile Bundle of Chrysotile fibres Rebecca Burgess
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:379:1854685 MS\BH06 0.50 SOIL 24/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:379:1854686 MS\BH06 5.30 SOIL 24/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:379:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:379:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:383: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:384: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:385: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:386: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:388:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:388:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:388:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:390:Test Method No. Description No. (if Description (UK soils dry weight
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:392: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:393: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:394: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:395: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:397:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:397:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:397:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:399:Test Method No. Description No. (if Description (UK soils dry weight
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:401: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:402: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:403: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:404: Sample Type Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:407:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:407:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:407:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:409:Test Method No. Description No. (if Description (UK soils dry weight
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:411: Sample Type Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:412: Sample Type Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:413: Sample Type Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:414: Sample Type Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:416:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:416:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:416:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:418:Test Method No. Description No. (if Description (UK soils dry weight
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:420: Sample Type Soil Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:421: Sample Type Soil Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:422: Sample Type Soil Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:423: Sample Type Soil Soil Soil Soil Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:425:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:425:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:425:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:427:Test Method No. Description No. (if Description (UK soils dry weight
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:441:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:441:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:441:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:444:Test Method No. Description No. (if Description (UK soils dry weight
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:507:for soils and waters, which provides greater assurance to all parties of the reliability of
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:507:continuing quality of analysis. These schemes cover soil, water and fuel analysis and the schemes
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: BS1377:1990 – Soils for Civil Engineering Purposes
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: The preparation and pre-treatment of potentially contaminated soils prior to chemical
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: This method outlines the procedure used to describe soil samples with respect to basic type, predominant colour
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: DETSC 1002 Description of Soil Sample Type BS 5930:Section 6:1999 n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: This method outlines the procedure used to determine the Stone and Glass/Metal/Plastic content of soil samples.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: DETSC 1003 Stone and Glass / Metal / Plastic Content of Soil 0.10% Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: DETSC 1004 Natural Moisture Content / Loss on Drying of Soil BS 1377: Part 2:1990 0.10% Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: DETSC 1005 Soil Crushing In-house Method n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: Soil samples are weighed to predefined tolerances into batches in preparation for extraction and analysis by
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: DETSC 1006 Soil Weighing In-house Method n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:513: Batches of soil prepared as per DETSC 1006 – Soil Weighing are scanned to create LIMS worksheets for
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: Quantification of asbestos in soils, loose aggregates and PCOM analysis. The analysis may be affected by the client’s requirements as determined by contract review,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: asbestos in soils and loose aggregates. HSE Contract Research Report N0. 83/1996.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: Respirable Fibres in Soil and Dust n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: The procedure is based upon Walkley and Black’s method. Organic matter in soil is oxidised with potassium
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: DETSC 2002 Organic matter content of soil BS1377 : Part 1 : 1990 0.10% MCERTS(Soils)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: Soil is ignited at 440C and the amount of sample lost on ignition is determined gravimetrically. Other specified
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: The sulphate in the soil is dissolved in dilute hydrochloric acid, or in an aqueous extract having a water:soil ratio
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: Sulphate and Total Sulphur Content of Soil, of 2:1 and the insoluble residue is removed by filtration. Waters are also filtered prior to analysis. The sulphate in
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: The carbonate present in the soil reacts with a known excess of hydrochloric acid liberating carbon dioxide. The BS 1377: Part 1: 1990
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: DETSC 2005 Carbonate content of soil by Rapid Titration acid remaining after the reaction is determined by titration against sodium hydroxide. The result is calculated in 1% UKAS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: Chloride in the soil is extracted in deionised water and the insoluble material is removed by filtration. Water BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01%
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: Water Soluble Chloride Content of Soil & Chloride
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:514: DETSC 2007 Acid Soluble Chloride Content of Soil and Concrete BS1377: Part 1: 1990 0.01% UKAS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: The pH value of a soil suspension in water or a groundwater sample is determined electrometrically using a glass BS1377: Part 3: 1990 – Soils for Civil Engineering Purposes – Chemical and
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: DETSC 2008 pH Value of Soil and Water n/a
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: The electrical conductance of a soil suspension in water or of a water sample is determined by voltammetry using Standard Methods for the Examination of water and Wastewater Part 2510B 21st
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: a conductivity meter. In some cases, the soil may need to be extracted with an aqueous solution of an inorganic Edition 2005 APHA, AWWA, WEF
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: DETSC 2009 Electrical Conductivity of Soil & Water 1uS/cm UKAS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: salt e.g. the conductivity of topsoil is determined by preparing a suspension of the soil in saturated calcium
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: DETSC 2013 Gravimetric Carbonate Content of Soils 0.10% Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: DETSC 2016 Redox Potential of Soil and Water Encyclopaedia of Soils in the Environment 2005 – Redox Potential n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: sample and a direct reading in millivolts is given on the meter attached to the redox probe. Soils are analysed by
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: preparation of a 2:1 water to soil sludge.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: DETSC 2017 Salinity of Soils and Waters by Calculation The conductivity of the sample is measured in µS/cm and from this result the salinity is calculated. n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:516: Dried, ground soil is transferred to a dry, tared measuring cylinder and the volume recorded. The cylinder and its
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:516: DETSC 2019 Loose Packed Dry Soil Density BS3882:2007 Specification for Topsoil n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:516: contents are then weighed and the density of the soil calculated.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:516: liberated sulphide in soils and similar matrices (2010) - Blue Book 228 Method D -
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:516: Soils: 10mg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:516: DETSC 2024 Sulphide in Soil and Water by Iodometry Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:517: DETSC 2039 Cation Exchange Capacity of Soil quantity of Mg2+ ions adsorbed (i.e. the CEC value) is determined by loss from magnesium sulphate solution methodologies and preparation of standard materials for laboratory analysis. 1 meq/100g Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:517: Formaldehyde in soil is extracted in water, with a water to soil ratio of 10:1. The insoluble residue is removed by
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:517: filtration prior to analysis. Waters are filtered prior to analysis to remove any particulates in suspension. Soil: 0.2mg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:517: Liquid samples and aqueous soil extracts are filtered through a 0.22μm syringe filter prior to analysis. The filtered
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:517: samples are injected into an Ion Chromatograph. The anions of interest are separated on the basis of their affinity Soil: 1.0 mg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:517: Anions in Water and Aqueous Soil Extracts by Ion Standard Methods for the Examination of Water and Wastewater Section 4110 21st
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:517: DETSC 2066 Gypsum Content of Soil by Acetone Precipitation The precipitate is separated out using a centrifuge then re-dissolved in water. The conductivity of the resulting TBC Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: ANC is a measure of the buffering capacity of soils and other waste materials. The analysis measures the amount
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: Acid Neutralisation Capacity of Soils and Other of acid required to bring the sample to a fixed pH. The initial pH of the sample extract must be measured before
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: The sulphate and magnesium in the soil are extracted in an aqueous extract having water: soil ratio of 2:1 and the
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: Extract of Soil by ICP-OES determined by Inductively Coupled Plasma Optical Emission Spectroscopy (ICP-OES). The wavelengths used for
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: Soil samples are treated with phosphoric acid to expel any inorganic carbonates. The samples are then heated at
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: DETSC 2119 Exchangeable Ammonia in Soil 0.5mg/kg MCERTS(Soils)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: ammonia content of the distillate is then determined colorimetrically either using the UV/vis spectrophotometer or Soil: 0.01%
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: DETSC 2121 Total Kjeldahl Nitrogen Content of Soils and Waters the Konelab 60i. Ammonia reacts with hypochlorite ions generated by the alkaline hydrolysis of sodium Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: Boron in soil is extracted in boiling saline water. Waters are filtered prior to analysis to remove any particulates in
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: and managing potential contamination on former gasworks and associated sites (Part I) Soil: 0.2mg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:518: DETSC 2123 Water Soluble Boron in Soil & Boron in Water (Version 3) Method 17.12 MCERTS(Soils)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:519: Soils mg/kg:
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:519: Water samples are filtered through a 0.45μm syringe filter and solid samples are extracted with 1M caustic soda Phenol=0.3 Soils: MCERTS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:519: Soils further 2 hours. Excess acid is then titrated with sodium hydroxide solution, and from this result the neutralisation
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:519: lost during normal sample preparation procedures. Samples are treated with sulphuric acid and a mixture of Fluoride in Waters, Effluents, Sludges, Plants and Soils 1982 (HMSO Publication
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:519: DETSC 2142 Acid Soluble Fluoride in Soils and Sludges 1mg/kg Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:519: DETSC 2143 Partition Coefficient of Soil (Kd Value) a known concentration in the sample and then mixed for a further 48 hours. Analysis is then performed on the TBC Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:519: The dried and crushed sample is treated with sodium acetate to produce acetic acid. The acid produced is titrated BS EN 16502: 2014 – Test method for the determination of the degree of soil acidity
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:519: DETSC 2144 Baumann-Gully Acidity in Soils TBC Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:520: Hexavalent Chromium in Soil by Colourimetric
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:521: Metals in soils and associated materials are extracted by boiling in a mixture of hydrochloric and nitric acids. The As, Be Cu =0.2, Ba=1.5, Cd=0.1, UKAS (all listed)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:521: Metals in Soil by ICP-OES As, Standard Methods for the Examination of Water and Wastewater Part 3120 B – 21st
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:521: spectroscopy (ICP-OES). Pb=0.3, Fe=12, Se=0.5, V=0.8, Ni, MCERTS (All soils listed except Fe)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:521: DETSC 2304 Zinc Equivalent in Soil (By Calculation) In-house Method n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:521: Dried and crushed soil samples are digested on a temperature controlled hotblock with hydrogen peroxide and
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:521: Extractable metals in soil are extracted by shaking the soil in 1M Ammonium Nitrate for 30 minutes. The BS 3882:2015 - Specification for topsoil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:521: Extractable Magnesium and Potassium in Soil by ICP-
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:521: Extractable phosphorus in soil is extracted by shaking the soil in 0.5M Sodium Hydrogen Carbonate for 30 BS 3882:2015 - Specification for topsoil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:521: DETSC 2310 Extractable Phosphorus in Soil by ICP-MS minutes. The concentration of phosphorus extracted is determined by Inductively Coupled Plasma Optical n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: DETSC 2311 Water Soluble Boron in Soil by ICP-OES The analysis of Agricultural materials MAFF/ADAS – reference book 427 HMSO 0.20mg/kg Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: Sulphur compounds in soil are extracted using aqua regia and the insoluble residue is removed by filtration. The
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: DETSC 2320 Total Sulphur in Soil and Aggregate by ICP-OES 0.01%
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: The sulphate in the soil is extracted in dilute hydrochloric acid and the insoluble residue is removed by filtration.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: Total Sulphate Content of Soil and Aggregate by ICP- The filtrate is made up to volume and the concentration of sulphate in the filtrate is determined by Inductively
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: Sulphur compounds in soil are extracted using aqua regia and the insoluble residue is removed by filtration. The
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: DETSC 2322 The sulphate in the soil is extracted in dilute hydrochloric acid and the insoluble residue is removed by filtration. 0.01% Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: The mercury is extracted from soil in aqua regia with gentle refluxing. The extract is filtered to remove
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: DETSC 2325 Mercury in Soil Atomic Fluorescence Spectroscopy particulates and diluted to volume. Treatment with tin (II) chloride reduces mercury (II) to mercury (0) vapour PSA Method – Millennium Merlin Method for Mercury in Sludge, Soils and Sediments 0.05 mg/kg MCERTS(Soils)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: Soils are air-dried and crushed before being subjected to hotblock extraction. Waters and aqueous samples are Soil: 100µg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: Soils, waters and aqueous samples are tested on an as-received bases. A known quantity of sample is extracted Soil: 0.6µg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: Bioaccessibility Assay for Lead in Soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:522: DETSC 2400 Unified Barge Bioaccessible Metals in Soils Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: BS 7755 – Soil Quality; Section 5.4: Determination of particle size distribution in
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: mineral soil material – Method by sieving and sedimentation
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: breaking down any soil aggregates into the component sand/clay/silt particles. The sample is then wet-sieved
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: DETSC 2502 Particle Size Distribution of Topsoils BS 1377 – Soils for civil engineering purposes; Part 2: Classification tests n/a Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: Simplified Method for Soil Particle-Size determination to Accompany Soil-Quality
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: Analyses – Kettler, Doran & Gilbert, American Journal of Soil Science May/June 2001
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: Soil samples are extracted with a water-immiscible solvent and filtered to remove the water. The solvent is
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: DETSC 3001 Solvent Extractable Matter in Soil 40mg/kg Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: Soils are extracted in dichloromethane (DCM) by sonication. The elemental sulphur concentration is determined
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: National Grid Property Holdings Limited, Methods for the Collection and Analysis of Soil: 0.75mg/kg Soil: MCERTS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: DETSC 3049 Elemental Sulphur in Soils and Waters by HPLC Samples from National Grid Sites, Version 1, September 2006. Section 3.12 Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: column and a mobile phase composed of 95% methanol and 5% water. Waters and aqueous extracts of soils are
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: Soil mg/kg:
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: Aliphatic and aromatic petroleum hydrocarbons (C10-C35) are extracted from soil and water using n-Hexane. The AL10-12 =1.5, AL12-16 =1.2, AL16-
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: National Grid Property Holdings Limited, Methods for the Collection and Analysis of Soil: MCERTS(C10-C35 only)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: DETSC 3072 Aliphatic / Aromatic TPH by GC-FID Samples from National Grid Sites, Version 1, September 2006. Section 3.12 Soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: Soils and associated materials are extracted in dichloromethane (DCM) using sonication. The PAH concentration
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: DETSC 3301 PAH in Soil by GC-FID UKAS (16 PAH's only)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: Soils are extracted into hexane: acetone by shaking. The PAH concentration is recorded both as “Total PAH” and
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: DETSC 3302 Hexane / Acetone Extracted PAH in Soil by GC-FID Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: The PAHs in the soil sample are extracted into hexane: acetone by shaking. The PAHs in the extract are separated UKAS (All 16 PAH's)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:523: DETSC 3303 Polyaromatic Hydrocarbons in Soils by GC-MS Semivolatile Organic Compounds by Gas Chromatography – Mass Spectrometry
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: Soil: 10 mg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: USEPA Method 3550C – Ultrasonic Extraction. Soil: MCERTS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: Extractable Petroleum Hydrocarbons (EPH) in Soil, gas chromatography/flame ionisation detection (GC-FID) analysis using a 1:1 mixture of diesel and mineral oil as
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: DETSC 3312 Hexane Extractable Petroleum Hydrocarbons (HPH) USEPA Method 8015B – Non-Halogenated Organics Using GC/FID Soil: 5 mg/kg Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: BTEX, MTBE and PRO in soils are determined via Headspace GC-FID. Individual aromatic compounds are MCERTS(Soils)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: DETSC 3321 BTEX, MTBE & PRO in Soils by Headspace GC-FID quantified by external calibration against known standards. PRO range is banded using alkane markers to define EPA Methods 5021 and 8015D 0.01 mg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: BTEX, MTBE and PRO in soils are determined via Headspace GC-FID. Individual aromatic compounds are
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: An as-received soil sample is extracted in Hexane:Acetone (1:2) using sonication methodology. The sample is PCB 28=1.25 PCB 52=1.12 PCB
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: DETSC 3401 PCBs in Soils by GC-MS separated by gas chromatography and identified by mass selective detector. Quantification is carried out within EPA Method 8082 - Polychlorinated Biphenyls (PCBs) by Gas Chromatography. 101=1.32 PCB 118=1.43 PCB MCERTS(Soils)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: Soil: 0.2mg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: Organotin compounds are extracted from soil and liquid samples by shaking with hexane. The extract is
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: DETSC 3421 Organotin Compounds in Soils and Waters by GCMS TBC Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: The method covers the range of volatile organic compounds with boiling points up to 220°C. Soil samples in salty
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: Volatile Organic Compounds in Soils by Headspace USEPA Method 8260B, Volatile Organic Compounds by Gas Chromatography/Mass
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: The SVOCs in the soil sample are extracted into DCM: Acetone by shaking. The SVOCs in the extract are
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:524: DETSC 3433 Semi-Volatile Organic Compounds in Soils by GCMS Semi volatile Organic Compounds by Gas Chromatography – Mass Spectrometry Individual SVOCs: 0.1 mg/kg UKAS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:525: DETSC 3447 Acid Herbicides in Soils by LCMSMS EPA Method 615 35ug/kg UKAS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:525: Phenol and British Gas Phenols in Soils and Waters Phenol Soils0.01mg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:525: DETSC 3451 with DCM evaporated to dryness under nitrogen and re-dissolved in DCM. Soils and associated materials are TBC Not Accredited
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:525: British Gas Phenol Soils0.5mg/kg
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:525: aqueous matrices. Neat oil samples, oil samples diluted in dichloromethane (DCM), DCM extract from soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:526: DETSC 5008 Calorific Value of Soil material is calculated making any necessary corrections for heat generation not associated with the combusting ISO 19208. 1MJ/kg UKAS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:526: Mercury in Coal, SRF and Biomass by Atomic PSA Method – Millennium Merlin Method for Mercury in Sludge, Soils and
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:530: SOIL INVESTIGATION
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:532: Soil Unit Weight 5
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:532: Soil Behaviour Type 6
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:532: Soil Behaviour Type Index – Ic 7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:533:At the request of AEG, a soils investigation was carried out on project Preliminary Onshore Ground
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:533:responsibility for the accuracy or suitability of any assumptions, derived soil parameters, soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:533:classification descriptions or soil layer boundaries contained in this report.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:535:Ic Soil Behaviour Type Index: Continuous numerical representation of Robertson
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:535: (1990) soil behaviour type classification chart.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:535:SBT or SBTn Soil behaviour type classification
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:535:γ Unit weight of soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:535:ρ Volumetric mass density (or specific mass) of soil: ρ = γ/g
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:536:Soil behaviour type, or ‘SBT’: Soil classification scheme or classified soil type according to
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:536:values is largest in low strength collapsible soils with large excess pore pressures. The percentage
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:were derived for corresponding drained and undrained derived soil behaviour types (SBTs)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:all parameters were derived over a range of transitional soils within the range 2.4 < Ic < 2.7 (see
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:In general, the engineering parameters derived for fine grain soils (undrained) are suitable for
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:soils of both silicate and carbonate composition, whereas parameters derived for coarse soils are
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:The total vertical stress with depth was calculated as the sum of the calculated soil unit weight
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:above a given depth. See section 5.4 for information on the empirical estimate of soil unit weight.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:each location based on interpretation of piezocone measurements in drained soils and the final
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537: SOIL UNIT WEIGHT
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:The soil unit weight was estimated using the following method proposed by Robertson (2010b).
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:Throughout pre-drilled zones (inspection pits or drill-out) the soil was assigned a nominal unit
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538:nominal 1.0 kPa resistance for the purpose of obtaining an approximate soil unit weight necessary
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538: SOIL BEHAVIOUR TYPE
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538:The soil behaviour type (SBT) was interpreted using the Robertson (1990) classification system
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538:silicate soils.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538:particularly for NC soils exceeding a depth of 15 m, the classification is often significantly in
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538:The SBT chart is provided in Appendix B – General Information, titled ‘CPT Soil Behaviour Type
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538: • The SBT classification provides a general soil type and tends to show biased towards the
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538: soil fraction that dominates the mechanical behaviour.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538: • If fine cohesive soils are dry and overconsolidated, the classification tends to shift
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:538: towards a coarser soil type (or lower Ic index)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:539: SOIL BEHAVIOUR TYPE INDEX – IC
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:539:The principal trend in soil behaviour type (SBT) variation can be expressed by a continuous index,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:539:analysis of soil units and variation within units.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:539:Appendix B figure ‘CPT Soil Behaviour Type Chart’. The method does not identify zones 1
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:539:more accurate at shallow depths in overconsolidated soils.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:540:Where Nk is an empirical factor which varies with soil type, stress history, structure/fabric,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:541:lower strength soils.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:541:of exponent m’ and that its value can be estimated by relation to soil behaviour type index Ic:
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:543:Fine grained soils
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:543:The effective friction angle for fine grained soils was calculated based on the Senneset et al.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:543:non-cemented normally consolidated to lightly overconsolidated soils.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:544: geotechnical centrifuge tests for a variety of soils. Redrawn from Ouyang & Mayne (2018).
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:544:evaluated for all soil types using the constrained modulus method proposed by Mayne (2006)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:544:consolidation stress for overconsolidated soils.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:544:An alpha factor of 8.25 reported by Kulhawy & Mayne (1990) for fine grained soils appears to
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:546:for soil dilatancy (initial rise in pressure) using the Sully et al (1999) method by backwards
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:546:For dissipation tests with t50 values of less than ~40 seconds in NC-LOC soils, the estimate of
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:547:effect of soil stiffness:
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:547:Robertson (2014) proposed an approximate relationship between permeability (k) and the soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:547:index; the index value evaluated from the CPT is a parameter describing the soil type which
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:547:the soil constituent controlling mechanical behaviour. The equivalent value based on
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:547:permeability simply provides comparative insight into the soil type in terms of approximate
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:548: DRAINED AND UNDRAINED SOIL BEHAVIOUR
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:548:derived for drained and undrained soil behaviour types (SBTs) respectively, however, to help
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:548:derived over the Soil Behaviour Type range 2.4 < Ic < 2.7. For partially drained conditions, error
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:548:While the piezo system is saturated before use, testing through unsaturated soils may result in
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:548:contractive soils should normally have a dynamic ‘peaky’ appearance.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:548:The tip resistance in lower strength contractive soils without pore pressure measurement in the
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:548:often inaccurate in heavily disturbed soils with a ‘blocky’ macro fabric. The last ~8 cm of data
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:549:limitations and temperature effects in very low strength or sensitive soils. The latter can often
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:549:During penetration at the boundary between soils of contrasting stiffness, a transition zone is
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:549:often evident prior to mobilisation of the true soil stiffness. These should be cautiously ignored
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:549:in assessment of soil behaviour type and parameter evaluation. Where the stiff layer is thin
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:549:The presence of gravel or larger clasts in a soil is often characterised by short peaks in the CPT
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:549:reductions in pore water readings due to dilation effects. Frequent gravels in soft or loose soils
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:549:The magnetometer probe was pushed into the soil using a standard CPT rig up to a maximum
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:550:on Soil Mechanics and Geotechnical Engineering 3:2195-222 (1999).
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:550:Cone Penetration Test and Flat Dilatometer Test”. Soil Behaviour and Soft Ground Construction (GSP119), American Society of
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:550:Clayey Soils”, Journal of Geotech. Geoenviron. Eng., Vol. 134(8), pp. 1142-1153.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:550:Kulhawy, F.H. and Mayne, P.W. (1990) “Manual on Estimating Soil Properties for Foundation Design”. Report EPRI EL-6800
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:550:Lecture”. Soil & Rock America 2003 (Proceedings. 12th Pan American Conference on Soil Mechanics and Geotechnical
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:550:International Conference on Soil Mechanics and Geotechnical Engineering, Vol. 2. Millpress, Rotterdam, The Netherlands 2005.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:551:Robertson, P.K. (2010b) “Estimating soil unit weight from CPT”. Proceedings, 2nd International Symposium on Cone Penetration
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:551:Robertson, P.K (2014) “Estimating in-situ soil permeability from CPT & CPTu”. Proceedings, 3rd International Symposium on
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:551:Senneset, K., R. Sandven, and N. Janbu (1989), “Evaluation of Soil Parameters from Piezocone Tests,” Transportation Research
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:551:data in overconsolidated fine-grained soils”. Canadian Geotechnical Journal. Vol. 36, pp. 369-381.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT01 7.96 1.80 60.4 Piezocone response in drained soils 217.40 *ID, *UBI.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT01A 8.04 1.80 61.2 Piezocone response in drained soils 227.00 *ID, *UBI.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT02 7.40 1.70 55.9 Piezocone response in drained soils 238.10 *ID, *UBI.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT02A 8.40 1.70 65.7 Piezocone response in drained soils 203.40 *ID, *UR, *UBI.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT04 10.00 1.30 85.3 Piezocone response in drained soils 128.20 *ID, *UBI.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT04 15.06 1.30 135.0 Piezocone response in drained soils 9.20 *ID, *UBI.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT04 15.29 1.30 137.2 Piezocone response in drained soils 128 50 296.6 2.90 3.50E-08 3.18E-08
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT04 21.00 1.30 193.3 Piezocone response in drained soils 1 14.90 *ID, *UBI.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT05 10.48 0.80 95.0 Piezocone response in drained soils 2759 50 13.8 2.40 7.54E-10 1.78E-09
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT05 15.48 0.80 144.0 Piezocone response in drained soils 559 50 67.9 11.70 5.55E-09 1.81E-09
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT05 20.46 0.80 192.9 Piezocone response in drained soils 1199 37 16.4 10.30 9.39E-10 4.95E-10
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT06 10.20 0.30 97.1 Piezocone response in drained soils 419 22 19.8 2.00 1.19E-09 3.09E-09
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT06 15.18 0.30 146.0 Piezocone response in drained soils 111.80 9.00 3.86E-09 *ID, *UBI.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:LF\CPT06 20.18 0.30 195.0 Piezocone response in drained soils 20.80 *ID, *UBI.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:554:PUS: Potentially unsaturated soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:556: CPT soil behaviour type chart
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:559: CPT SOIL BEHAVIOUR TYPE CHART
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:559: Zone Soil Behaviour Type (SBT)
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:559: 2 Organic soils 7 Gravelly sand to sand
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:559:fine grained – HOC or cemented’ within the soil unit descriptions of plots in Appendix D.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:560:SCHNEIDER ET AL (2008) SOIL CLASSIFICATION CHART
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:562: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:563: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:564: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:565: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:568: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:569: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:570: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:571: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:572: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:573: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:574: SOIL BEHAVIOUR TYPE (SBT) DESCRIPTIONS
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:575: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:575: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:575: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:576: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:576: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:576: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:577: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:577: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:577: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:578: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:578: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:578: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:579: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:579: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:580: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:580: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:581: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:581: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:581: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:582: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:582: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:582: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:583: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:583: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:583: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:584: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:584: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:584: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:585: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:585: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:585: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:586: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:586: (2) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:586: soils QA Diss.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:588: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:588: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:589: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:589: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:590: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:590: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:591: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:591: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:592: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:592: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:593: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:593: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:594: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:594: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:595: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:595: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:596: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:596: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:597: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:597: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:598: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:598: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:599: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:599: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:601: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:601: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:601:Date of test: 25/05/2021 10:15:59 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:602: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:602: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:602:Date of test: 25/05/2021 11:35:03 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:603: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:603: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:603:Date of test: 25/05/2021 13:52:49 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:604: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:604: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:604:Date of test: 25/05/2021 15:13:23 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:605: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:605: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:605:Date of test: 26/05/2021 14:55:39 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:606: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:606: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:606:Date of test: 26/05/2021 14:55:39 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:607: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:607: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:607:Date of test: 26/05/2021 11:43:09 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:608: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:608: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:608:Date of test: 26/05/2021 11:43:09 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:609: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:609: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:609:Date of test: 27/05/2021 09:53:54 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:610: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:610: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:610:Date of test: 27/05/2021 09:53:54 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:611: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:611: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:611:Date of test: 28/05/2021 10:17:10 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:612: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:612: (1) Clay - organic soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:612:Date of test: 28/05/2021 10:17:10 Coordinate system: PUS: Potentially unsaturated soil.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:627: MATERIAL PROPERTIES FROM PRESSUREMETER TESTS IN SOIL. ………………………………………… 37
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:629:shear. This is important because it means that analytical methods developed for soils can, with some
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:630: homogeneous with isotropic properties behaving as a continuum. If the material is a soil it is
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:631:material is behaving predominantly as a soil (where effective stress must be used) or a rock (where
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:659: MATERIAL PROPERTIES FROM PRESSUREMETER TESTS IN SOIL.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:659:affecting the surrounding soil. In the case of a self-bored pressuremeter test the disturbance is
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:659:generally within the elastic range of the soil and can be allowed for in the analysis procedure.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:660:The large expansion pressuremeter test results in the soil experiencing very large strains and the
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:660: • All available analyses assume isotropic properties in the surrounding soil, and only the average
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:661:are significant changes of gradient in the pressure/strain curve denoting critical soil parameters. The
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:662: 𝛾𝑤 Saturated unit weight of soil
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:662: 𝑘𝑜𝑛𝑐 𝑘𝑜 for over consolidated soils
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:663: • In the vicinity of the insitu lateral stress the soil response is simple elastic manner and
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:663: • Elastic behaviour will cease when the undrained shear strength of the soil is reached in the
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:664:• The assumption of simple elastic response - in practice most soils exhibit marked non-linear elastic
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:664: commencing. It is certain therefore that the soil has seen stress relief. It is arguable whether in
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:664: stress and working back to the insitu stress works for all soils, provided one takes the apparent
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:665:from the cavity wall begins to extend into the soil mass. One consequence is that the stress history of
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:666:applied to unload/reload data. The semi-empirical formulations were developed for specific soil types
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:668:an undrained event. There is a large excess pore pressure in the soil mass at the commencement of
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:672:• Structural anisotropy due to the deposition of soil on well-defined planes
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:675:related by Rowe's dilatancy law. Although the soil response during elastic deformation is more
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:678:measured values of soil stiffness.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:682:Assuming the non-linear elastic response of the soil prior to yield can be described by a power law of
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:682:the form 𝜏 = 𝑞𝑠𝑠 𝛾 ℎ (after Bolton & Whittle 1999) and assuming that whilst the soil is deforming
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:689:“Cavity expansion in cohesive frictional soils”. Géotechnique 36, No. 3,.pp 349-358
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:689:In situ measurement of soil properties with the pressuremeter, Civil Engineering and Public Works
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:689:Strain dependent soil moduli and pressuremeter tests. Géotechnique, 40, pp 509-512.
EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:5:contamination including details of (but not limited to) monitoring (of soil,
EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:5:the investigation of soils, groundwater or geotechnical purposes shall be
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:5: compressible Tidal Flat structure loads to soils or
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:5: highly compressible Tidal leading to structural damage / structure loads to soils or
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:5: structure loads to soils or
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:6: there was evidence that structure loads to soils or
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:7:foundations saturated soils using continuous flight auger
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8:construction – pile the glacial drift soils achieve pile design toe
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:10: alkaline pH in soil or deflection. Consideration to the
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:10: in contaminated soils.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:11: contaminated soils
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:14:groundwater control soils]. instability, slumping or
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:17: alkaline pH in soil or deflection. Consideration to the
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:17: contaminated soils.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:17:Material re-use Material excavated may be 4 2 8 Disposal offsite. Soils are unlikely to be
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:18: contaminated soils to be
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:20:control soils]. instability, slumping or
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:22: alkaline pH in soil or deflection. Consideration to the
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:23: contaminated soils.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:23:Material re-use Material excavated may be 4 2 8 Disposal offsite. Soils are unlikely to be
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:23: contaminated soils to be
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:27:control soils]. instability, slumping or
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:29: alkaline pH in soil or Sulphate attack on buried additional protection
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:29: contaminated soils.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:29:Material re-use Material excavated may be 4 2 8 Disposal offsite. Soils are unlikely to be
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:29: contaminated soils to be
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:32:control soils]. instability, slumping or
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:34: alkaline pH in soil or deflection. Consideration to the
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:35: contaminated soils.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:35:Material re-use Material excavated may be 4 2 8 Disposal offsite. Soils are unlikely to be
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:35: contaminated soils to be
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:25: Greenhouse Gas emissions within the boundary of the existing Site hardstanding”. As such, the soil and vegetation carbon stocks can be
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:65: - soil contamination,
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:83: Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - works for the Proposed resulting in potential
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:83: dates, the final approval of the last such in unacceptable levels of soil, are considered unlikely.
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:86: Warrenby Area identified for the storage of soil. works for the Proposed
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:86: Warrenby Area storage of soil in the area known as the Metals works for the Proposed
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:89:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction duration Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments No status change that the
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:30: structures); earthworks (including soil stripping and storage and site
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:64: water quality and resources; and soils and geology.
EN010103-001526-NZT-ExQ1.pdf:51: contaminated soil’ in Section 10.10.43 of the ES APP-292?
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:37: soils and water, altering the species composition of
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:71:6.1.506.1.56 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001107-NZT DCO 6.4.14 ES Vol III Appendix 10C Contaminated Land Environmental Risk Assessment.pdf:3: Treat soil
EN010103-001107-NZT DCO 6.4.14 ES Vol III Appendix 10C Contaminated Land Environmental Risk Assessment.pdf:3: Replace soil
EN010103-001107-NZT DCO 6.4.14 ES Vol III Appendix 10C Contaminated Land Environmental Risk Assessment.pdf:3: Replace soil
EN010103-001107-NZT DCO 6.4.14 ES Vol III Appendix 10C Contaminated Land Environmental Risk Assessment.pdf:6: Treat soil
EN010103-001107-NZT DCO 6.4.14 ES Vol III Appendix 10C Contaminated Land Environmental Risk Assessment.pdf:6: Replace soil
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:18: © a soil management plan;
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:18: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:35: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:35: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:36: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:36: soils and water, altering the species composition of
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:8: typically to test the depth and quality of soil, rock and groundwater.
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:12: and actual/potential impacts of contamination (in soil, air, ground
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:16: along with clean water and healthy soils.
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:3: • a soil management plan;
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:9: any potentially contaminated soils will be managed in accordance with:
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:9: Defra Construction Code of Practice for the Sustainable Use of Soil on
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:10: classification of soils for re-use or disposal will be derived by the Applicants
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:11:dust from soil and spoil movements equipment and techniques that reduce emissions and incorporate
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:22: • Should the ground investigation prove the need for piling or soil
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:22: to facilitate the re-use of materials such as soils and crushed
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:23: after construction. Soil excavation will be undertaken with
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:23: potential for mobilisation of exposed soil and / or sediment. Although
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:23: contamination of controlled waters or soils. All bulk fuel and COSHH
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:24: soil or groundwater contamination that may be encountered. This
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:24: • To minimise the effects on soil resources during any earthworks,
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:24: including materials management, high standards of soil handling and
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:24: possible the double handling of soils and the extent to which
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:24: exposed soils will be left vulnerable to erosional processes;
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:25: • The disposal of soil waste, contaminated or otherwise, to landfill sites
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:25: contaminating other soils or water, construction workers would be
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:26: contaminants into soils;
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:32: means of escape would be fitted (e.g. battened soil slope or scaffold
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:37: soils and water, altering the species composition of
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:38: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:69:6.1.56 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:18:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:20: subsoil and remove soil samples;
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:39: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:46: © a soil management plan;
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:53: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:112: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:136: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:157: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:18: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:35: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:35: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:36: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:36: soils and water, altering the species composition of
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:18: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:35: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:35: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:36: by increasing numbers of vehicles. soil and freshwater acidification.
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:36: eutrophication of soils and water, altering
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:41: Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:42: Understanding the geology and soils composition will be integral to the design of the
EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:15: Civils focussed, followed by soil/water focus, NZT civil
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:8: R/2019/0427/ soils and its final use in waste water works
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:10: 13. Land between Development of soil Located to the Approved
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:23: and Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - construction works for the Proposed Development,
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:23: approval of the last such matter to be of soil, air, water, or noise considered unlikely.
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:26: and Warrenby Area identified for the storage of soil. construction works for the
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:26: and Warrenby Area identified for the storage of soil in the construction works for the
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:29:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments No status change that the No status change that the No status change that the
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:21: means of escape would be fitted e.g. battered soil slope or scaffold plank, to provide
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:22: vehicle movements and construction/re-instatement works, soil protection and
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:22: handling, and temporary soil storage are beyond the scope of this Strategy and will
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:22:4.9.54.8.5 After construction, all hardstanding and materials would be removed, soils
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:29: Meadow Mixture for Chalk and Limestone Soils’ as this is composed of species
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:29: listed can also be found of circum-neutral soils and are not dependent on chalk and
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:29: limestone derived soils. Soil tests will be undertaken prior to the final specification
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:34: draining soils that have not been affected by agricultural enrichment); and
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:40:EM6 – Meadow Mixture for Chalk and Limestone Soils
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:20: mineral materials and soil particles. If emitted at high concentrations this could
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:20: low to medium risk of impacts from dust soiling during earthworks, construction,
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:20: effects on receptors potentially affected by dust soiling and short-term
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:21: minimising storage duration of top soil or spoil during construction;
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:62:uses on a scale largely unprecedented in the UK. • The need to safeguard soil resources; in the delivery of the redevelopment proposition.
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:3: • a soil management plan;
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:9: any potentially contaminated soils will be managed in accordance with:
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:9: Defra Construction Code of Practice for the Sustainable Use of Soil on
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:10: classification of soils for re-use or disposal will be derived by the Applicants
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:11:dust from soil and spoil movements equipment and techniques that reduce emissions and incorporate
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:22: • Should the ground investigation prove the need for piling or soil
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:22: to facilitate the re-use of materials such as soils and crushed
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:23: after construction. Soil excavation will be undertaken with
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:23: potential for mobilisation of exposed soil and / or sediment. Although
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:24: contamination of controlled waters or soils. All bulk fuel and COSHH
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:24: soil or groundwater contamination that may be encountered. This
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:24: • To minimise the effects on soil resources during any earthworks,
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:24: including materials management, high standards of soil handling and
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:24: possible the double handling of soils and the extent to which
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:24: exposed soils will be left vulnerable to erosional processes;
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:25: • The disposal of soil waste, contaminated or otherwise, to landfill sites
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:25: contaminating other soils or water, construction workers would be
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:26: contaminants into soils;
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:32: means of escape would be fitted (e.g. battened soil slope or scaffold
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:16: Civils focussed, followed by soil/water focus, NZT civil
EN010103-002730-Response from National Gas Transmission PLC EMAIL & Attachment.pdf:3: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:16: Civils focussed, followed by soil/water focus, NZT civil
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:29: Ref. soils and its final use in connection and
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:49: soils and geology.
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:88: specifically refers to effects on human beings, fauna, flora, soil, water, air, climate,
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:148: Soil and Geology Paragraphs 2.23.2 – 2.23.4 state that Chapter 10 ‘Geology and Hydrogeology’ of ES Volume I considers the
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:148: (EN-4, 2.23) applicants should assess the stability of potential effects of the Proposed Development upon geology and soils. As
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:149: (see Section 4.2 of EN-1) as The Chapter does not identify any particular issues in terms of soils or
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:149: ground or are in industrial use. Soils are recorded as Grade 4 or 5 and are
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:149: HDD. effects on geology, minerals, soils, groundwater, contamination (inclusive of
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:159: by unacceptable levels of soil, air, affect the integrity of any European sites either alone or in combination with
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:37: soils and water, altering the species composition of
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:69:6.1.55 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:19: of escape would be fitted e.g. battered soil slope or scaffold plank, to provide an
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:20: movements and construction/re-instatement works, soil protection and handling,
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:20: and temporary soil storage are beyond the scope of this Strategy and will be specified
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:20:4.8.5 After construction, all hardstanding and materials would be removed, soils would be
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:26: Meadow Mixture for Chalk and Limestone Soils’ as this is composed of species
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:26: listed can also be found of circum-neutral soils and are not dependent on chalk and
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:26: limestone derived soils. Soil tests will be undertaken prior to the final specification
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:31: draining soils that have not been affected by agricultural enrichment); and
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:37:EM6 – Meadow Mixture for Chalk and Limestone Soils
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:11:BGS Estimated Soil Chemistry pg 6 Yes
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:11:BGS Urban Soil Chemistry
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: BGS Estimated Soil Chemistry
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: Soil Sample Type: Rural Soil (S) 527000
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: BGS Estimated Soil Chemistry
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: Soil Sample Type: Sediment (W) 527255
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: BGS Estimated Soil Chemistry
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: Soil Sample Type: Rural Soil (NW) 527500
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: BGS Estimated Soil Chemistry
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: Soil Sample Type: Rural Soil and Sediment (SW) 526836
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: BGS Measured Urban Soil Chemistry
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:18: BGS Urban Soil Chemistry Averages
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:24:BGS Estimated Soil Chemistry
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:45:Estimated Soil Chemistry Arsenic - Slice I
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:46:Estimated Soil Chemistry Cadmium - Slice I
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:47:Estimated Soil Chemistry Chromium - Slice I
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:48:Estimated Soil Chemistry Lead - Slice I
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:49:Estimated Soil Chemistry Nickel - Slice I
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:19: of escape would be fitted e.g. battered soil slope or scaffold plank, to provide an
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:20: movements and construction/re-instatement works, soil protection and handling,
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:20: and temporary soil storage are beyond the scope of this Strategy and will be specified
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:21:4.8.5 After construction, all hardstanding and materials would be removed, soils would be
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:27: Meadow Mixture for Chalk and Limestone Soils’ as this is composed of species
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:27: listed can also be found of circum-neutral soils and are not dependent on chalk and
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:27: limestone derived soils. Soil tests will be undertaken prior to the final specification
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:32: draining soils that have not been affected by agricultural enrichment); and
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:38:EM6 – Meadow Mixture for Chalk and Limestone Soils
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:8: R/2019/0427 storage of soils and waste water
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:11: between soil treatment area south east of 07.10.21
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:24: Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - works for the Proposed Development, resulting in
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:24: approval on different dates, the final in unacceptable levels of soil, cumulative effects are
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:28: Warrenby Area identified for the storage of soil. works for the Proposed
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:28: Warrenby Area identified for the storage of soil in the works for the Proposed
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:30:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction duration Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments No status change that the No status change that the
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:15: construction of the MOC will require stripping and storing soil/made ground and
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:15: Infrastructure, the area will be backfilled, and excess soils will be used in the
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:15: welding and soils storage;
EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf:23: any impacts of emissions to air, soil, surface and groundwater, to the
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:36: TOP SOIL
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:36: Gable Ends • Slating • Tiling Finest Quality Screened Top Soil. the North Sea.
EN010103-002239-NZT DCO 8.6 - Natural England SoCG (Clean) - Sept 2022(D8).pdf:19: © a soil management plan;
EN010103-002637-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Oct 2022 (D13).pdf:20: I a soil management plan;
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:14: of the MOC will require stripping and storing soil/made ground and excavation to
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:14: Infrastructure, the area will be backfilled, and excess soils will be used in the
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:14: welding and soils storage;
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:5: emissions to air, soil, surface and groundwater, to the
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:13:ES Chapter 5 - Construction Programme and Measures for the management of soils during DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:13:Management earthworks will be included within the CEMP. Soil will 16: Construction environmental management plan
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:13: Code of Practice for the Sustainable Use of Soil on
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: Where contaminated soils and elevated groundwater
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:33: construction. Soil excavation will be undertaken with
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:33: exposed soil and / or sediment. Although not
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:34:Contaminated Land implemented to manage potential impacts on soils and 16: Construction environmental management plan
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:34:ES Chapter 10 - Geology, Hydrogeology and Excavated soils will be stockpiled and re-used within DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:35: soils. Regulations 2002
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:35: use of materials such as soils and crushed concrete. S
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:41: be fitted e.g. battered soil slope or scaffold plank, to
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:59: contamination of controlled waters or soils.
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:61: • a soil management plan;
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:62: deposited dust from soil and spoil movements and
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:66: construction. Soil excavation will be undertaken with
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:66: exposed soil and / or sediment. Although not
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:67: with unexpected soil or groundwater contamination 13: Contaminated Land and Groundwater
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:67:ES Appendix 5A - Framework CEMP To minimise the effects on soil resources during any DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:67: standards of soil handling and management will be
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:67: double handling of soils and the extent to which
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:67: exposed soils will be left vulnerable to erosional
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:68:ES Appendix 5A - Framework CEMP The disposal of soil waste, contaminated or otherwise, DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:69: transferred and contaminating other soils or water, 13: Contaminated Land and Groundwater
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:69: the possible infiltration of contaminants into soils
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:74: means of escape would be fitted (e.g. battened soil
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:5:Noise and Vibration, 14 - impacts of emissions to air, soil, surface and groundwater, to the environment and human
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:9:ES Chapter 5 - Measures for the management of soils during earthworks will be included within the CEMP. Soil DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:9:and Management Use of Soil on Development Sites (Defra, 2009). environmental management plan
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25: Where contaminated soils and elevated groundwater levels are identified by the GI and piling is
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:26:Contaminated Land as reasonably practical after construction. Soil excavation will be undertaken with consideration environmental management plan
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:26: works to reduce the potential for mobilisation of exposed soil and / or sediment. Although not
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:26:Hydrogeology and impacts on soils and groundwater - a groundwater quality monitoring plan and a land quality Requirement 16: Construction
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:26:ES Chapter 10 - Geology, Excavated soils will be stockpiled and re-used within landscaping areas, where practicable. DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:27:Contaminated Land located on hardstanding areas to prevent the possible infiltration of contaminants into soils.
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:27: controls to facilitate the re-use of materials such as soils and crushed concrete. S Remedial
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:32:Terrestrial Ecology and overnight, or where this is not practicable, a means of escape will be fitted e.g. battered soil Requirement 15: Protected species
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:46: waters or soils.
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:47: • a soil management plan;
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:47:Framework CEMP deposited dust from soil and spoil movements and handling will be included in the Final CEMP. Requirement 16: Construction
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:51: practicable after construction. Soil excavation will be undertaken with consideration given to the Environmental Management Plan
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:51: reduce the potential for mobilisation of exposed soil and / or sediment. Although not anticipated
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:52:ES Appendix 5A - The Final CEMP will set out procedures for dealing with unexpected soil or groundwater DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:52:ES Appendix 5A - To minimise the effects on soil resources during any earthworks, including materials DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:52:Framework CEMP management, high standards of soil handling and management will be employed with a view to Requirement 16: Construction
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:52: minimising where practical the double handling of soils and the extent to which exposed soils Environmental Management Plan
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:53:ES Appendix 5A - The disposal of soil waste, contaminated or otherwise, to landfill sites will be mitigated by DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:54:ES Appendix 5A - To further minimise the risks of contaminants being transferred and contaminating other soils or DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:54: infiltration of contaminants into soils
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:60: would be fitted (e.g. battened soil slope or scaffold plank) to provide an escape route should
EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf:13: soils stockpiling;
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:5: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:5: development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:8:5. Soil and Agricultural Land Quality
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:8:NPPF. We also recommend that soils should be considered in the context of the sustainable use of
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:21: impacts associated with re-use of soils and waste soils, for example, re-use of site-
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:21:concentrations to the applicable standard or guideline value for the affected medium (such as Soil Guideline Values)
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:27: media (e.g. air, water, and/or soil) and health-based guideline values should be used
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:11:BGS Estimated Soil Chemistry pg 7 Yes Yes
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:11:BGS Urban Soil Chemistry
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:19: BGS Estimated Soil Chemistry
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:19: Soil Sample Type: Rural Soil and Sediment (NE) 522899
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:19: BGS Estimated Soil Chemistry
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:19: Soil Sample Type: Rural Soil and Sediment (SE) 522463
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:19: BGS Measured Urban Soil Chemistry
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:19: BGS Urban Soil Chemistry Averages
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:23:BGS Estimated Soil Chemistry
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:39:Estimated Soil Chemistry Arsenic - Slice D
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:40:Estimated Soil Chemistry Cadmium - Slice D
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:41:Estimated Soil Chemistry Chromium - Slice D
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:42:Estimated Soil Chemistry Lead - Slice D
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:43:Estimated Soil Chemistry Nickel - Slice D
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:8: R/2019/0427/ soils and its final use in waste water works
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:10: 13. Land between Development of soil Located to the Approved
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:24: and Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - construction works for the Proposed Development,
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:24: approval of the last such matter to be of soil, air, water, or noise considered unlikely.
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:27: and Warrenby Area identified for the storage of soil. construction works for the
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:27: and Warrenby Area identified for the storage of soil in the area construction works for the
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:29:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments No status change that the No status change that the No status change that the No status change that the No status change that the
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:11:BGS Estimated Soil Chemistry pg 65 Yes
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:11:BGS Urban Soil Chemistry
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: BGS Estimated Soil Chemistry
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: Soil Sample Type: Rural Soil (N) 526235
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: BGS Estimated Soil Chemistry
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: Soil Sample Type: Rural Soil and Sediment (SW) 524952
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: BGS Estimated Soil Chemistry
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: Soil Sample Type: Rural Soil and Sediment (N) 525052
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: BGS Estimated Soil Chemistry
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: Soil Sample Type: Rural Soil and Sediment (S) 523724
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: BGS Estimated Soil Chemistry
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: Soil Sample Type: Rural Soil and Sediment (NW) 525500
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: BGS Measured Urban Soil Chemistry
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:77: BGS Urban Soil Chemistry Averages
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:96:BGS Estimated Soil Chemistry
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:122:Estimated Soil Chemistry Arsenic - Slice F
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:123:Estimated Soil Chemistry Cadmium - Slice F
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:124:Estimated Soil Chemistry Chromium - Slice F
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:125:Estimated Soil Chemistry Lead - Slice F
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:126:Estimated Soil Chemistry Nickel - Slice F
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:27: Ref. soils and its final use in connection and
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:47: soils and geology.
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:79: specifically refers to effects on human beings, fauna, flora, soil, water, air, climate,
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:139: Soil and Geology Paragraphs 2.23.2 – 2.23.4 state that Chapter 10 ‘Geology and Hydrogeology’ of ES Volume I considers the
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:139: (EN-4, 2.23) applicants should assess the stability of potential effects of the Proposed Development upon geology and soils. As
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:140: (see Section 4.2 of EN-1) as The Chapter does not identify any particular issues in terms of soils or
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:140: ground or are in industrial use. Soils are recorded as Grade 4 or 5 and are
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:140: HDD. effects on geology, minerals, soils, groundwater, contamination (inclusive of
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:150: by unacceptable levels of soil, air,
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:18:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:20: subsoil and remove soil samples;
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:39: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:46: © a soil management plan;
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:53: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:112: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:136: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:157: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:18: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:35: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:35: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:36: by increasing numbers of vehicles. soil and freshwater acidification.
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:36: eutrophication of soils and water, altering
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:42: Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:42: Understanding the geology and soils composition will be integral to the design of the
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:12:BGS Estimated Soil Chemistry pg 91 Yes
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:12:BGS Urban Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:12:BGS Urban Soil Chemistry Averages
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: BGS Estimated Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: Soil Sample Type: Rural Soil and Sediment (W) 523763
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: BGS Estimated Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: Soil Sample Type: Rural Soil and Sediment (N) 524000
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: BGS Estimated Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: Soil Sample Type: Rural Soil and Sediment (W) 523759
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: BGS Estimated Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: Soil Sample Type: Rural Soil and Sediment (SW) 523763
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: BGS Estimated Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:104: Soil Sample Type: Rural Soil and Sediment (SW) 523500
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:105: BGS Estimated Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:105: Soil Sample Type: Rural Soil and Sediment (W) 523500
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:105: BGS Estimated Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:105: Soil Sample Type: Rural Soil and Sediment (E) 523763
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:105: BGS Measured Urban Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:105: BGS Urban Soil Chemistry Averages
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:115:BGS Estimated Soil Chemistry
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:136:Estimated Soil Chemistry Arsenic - Slice F
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:137:Estimated Soil Chemistry Cadmium - Slice F
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:138:Estimated Soil Chemistry Chromium - Slice F
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:139:Estimated Soil Chemistry Lead - Slice F
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:140:Estimated Soil Chemistry Nickel - Slice F
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:14: construction of the MOC will require stripping and storing soil/made ground and
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:14: Infrastructure, the area will be backfilled, and excess soils will be used in the
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:14: welding and soils storage;
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:2:Table 8A-3: Sensitivity of the Area to Dust Soiling Effects on People/ Property …… 8-5
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:5: m3, potentially soil type (e.g. concrete batching, outward
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:5: 50,000 m3, dusty soil type potentially dusty outward
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:6: volume ha, large grain soil <25,000m3, low dust tonnes) peak
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:6:effect soiling effects
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:6: diminished by soiling; receptor residential, schools, designated features
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:6: continuously/ soiling.
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:6: could be diminished by soiling; sensitivity receptors) where dust sensitivity is
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:7:effect soiling effects
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:7: soiling; receptors are transient
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:7:Table 8A-3: Sensitivity of the Area to Dust Soiling Effects on People/ Property
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:9:8.4.9 The receptor sensitivity to the effects of dust soiling and PM10 (human health)
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:9: below. The overall area sensitivity to dust soiling and PM10 (human health) is
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:9:Demolition Dust soiling High sensitivity (<10 Medium
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:9:Earthworks Dust soiling High sensitivity (<10 Medium
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:9:Construction Dust soiling High sensitivity (<10 Medium
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:10:Trackout Dust soiling High sensitivity (<10 Low
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:10:Dust soiling Low Risk Medium Risk Medium Risk Low Risk
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:10: risk of dust impacts on dust soiling from unmitigated earthworks, construction
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:14:ecological receptors, including water, soil and air.
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:32: the creation of buffer zones around watercourses, and the storage of soils
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:16: Civils focussed, followed by soil/water focus, NZT civil
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:4:for soil leachate and which fails to cover the full range of Contaminants of
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:4:Concern. We strongly recommend that the chemical analysis undertaken on soil,
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:previous soil and soil leachate results to be included within this assessment. It is
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:7:alongside total soil concentrations and soil leachate results. From this, it can be
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:7:inferred whether contamination may originate on site or off site and whether soil
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:7:compounds have leached from soil into groundwater, which subsequently may
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:for soil leachate do not appear to have been included.
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:28: (including soil stripping and storage and site levelling) and excavations; remediation
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:60: biodiversity; landscape and visual; water quality and resources; and soils and geology.
EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:6: installed for the investigation of soils, groundwater or geotechnical
EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf:14:radiation from soils and bedrock, as well as electrical conductivity in the ground. The measurements are usually
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:3: c. land, soil, water, air and climate; and
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:9: Soils and Agriculture
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:3: • a soil management plan;
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:9: any potentially contaminated soils will be managed in accordance with:
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:9: Defra Construction Code of Practice for the Sustainable Use of Soil on
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:10: classification of soils for re-use or disposal will be derived by the Applicants
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:11:dust from soil and spoil movements equipment and techniques that reduce emissions and incorporate
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:22: • Should the ground investigation prove the need for piling or soil
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:22: to facilitate the re-use of materials such as soils and crushed
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:23: after construction. Soil excavation will be undertaken with
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:23: potential for mobilisation of exposed soil and / or sediment. Although
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:24: contamination of controlled waters or soils. All bulk fuel and COSHH
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:24: soil or groundwater contamination that may be encountered. This
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:24: • To minimise the effects on soil resources during any earthworks,
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:24: including materials management, high standards of soil handling and
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:25: possible the double handling of soils and the extent to which
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:25: exposed soils will be left vulnerable to erosional processes;
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:25: • The disposal of soil waste, contaminated or otherwise, to landfill sites
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:25: contaminating other soils or water, construction workers would be
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:26: contaminants into soils;
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:32: means of escape would be fitted (e.g. battened soil slope or scaffold
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:20:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:22: subsoil and remove soil samples;
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:43: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:52: © a soil management plan;
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:59: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:111: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:138: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:162: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:184: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:12:BGS Estimated Soil Chemistry pg 16 Yes Yes
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:12:BGS Urban Soil Chemistry
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:12:BGS Urban Soil Chemistry Averages
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: BGS Estimated Soil Chemistry
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: Soil Sample Type: Rural Soil and Sediment (NE) 524185
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: BGS Estimated Soil Chemistry
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: Soil Sample Type: Rural Soil and Sediment (SW) 524000
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: BGS Estimated Soil Chemistry
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: Soil Sample Type: Rural Soil and Sediment (NE) 524543
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: BGS Estimated Soil Chemistry
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: Soil Sample Type: Rural Soil and Sediment (N) 525000
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: BGS Measured Urban Soil Chemistry
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:29: BGS Urban Soil Chemistry Averages
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:38:BGS Estimated Soil Chemistry
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:56:Estimated Soil Chemistry Arsenic - Slice H
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:57:Estimated Soil Chemistry Cadmium - Slice H
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:58:Estimated Soil Chemistry Chromium - Slice H
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:59:Estimated Soil Chemistry Lead - Slice H
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:60:Estimated Soil Chemistry Nickel - Slice H
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:25: Geology and Soils
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:26:9.4.19 Cranfield University’s Soilscapes website (Cranfield University, n.d.) indicates
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:26: by loamy and clayey soils of coastal flats with naturally high groundwater.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:26: soil. The latter is also found in the northern extent of the Study Area north of
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:26: Haverton Hill and toward Billingham. However, due to past development soil
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:26: Ground exist. Finally, sand dune soils are found along the coastal areas to the
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: of soils, sediments, oils, fuels or other construction chemicals, or through
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: existing Made Ground into underlying natural soils or bedrock, pile
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: (impermeable fine / cohesive soils) into a groundwater aquifer; and
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: levelling and grading operations result in the disturbance of soils. Exposed
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: soil is more vulnerable to erosion during rainfall events due to loosening and
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:75: • Should the GI prove the need for piling or soil mixing to take place, the
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:79: drainage Infrastructure has the potential to mobilise sediments e.g. soils
EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf:13: soils stockpiling;
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:38: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:38: soils and water, altering the species composition of
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:38: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:68:6.1.51 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:20:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:22: subsoil and remove soil samples;
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:43: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:51: © a soil management plan;
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:59: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:111: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:137: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:161: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:185: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
EN010103-002512-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Nov 2022 (D12).pdf:20: I a soil management plan;
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:165:benefits for the population, soil, biodiversity, and the water cycle and that
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:177: and soil management is also contributing to the development of low-
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:253: protection of the environment (water, air, soil, noise, protection of nature, – the renegotiation of contracts;
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278:TotalEnergies implements a policy of avoiding, reducing and, where – overall monitoring of the environment to identify any soil and
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278:applicable legislation, TotalEnergies has drawn up rules and guidelines impacts related to possible soil and groundwater contamination;
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278:that the Subsidiaries can use to limit the quantities discharged. – assessment of soil and groundwater contamination based on various
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278: and securing of sites, TotalEnergies has created a soil and groundwater
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278:The risks of soil pollution related to TotalEnergies’ operations come that such pollution may incur. For the sites at the end of their activity, the
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:291: (a) The variation in the number of sites is due to changes in scope. environment (water, air or soil) so that appropriate measures can be
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:299: benefits for the population, soil, biodiversity, and the water cycle and that
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:418:benefits for the population, soil, biodiversity, and the water cycle and that on Europe.
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:423: TotalEnergies builds are designed to withstand extreme weather events. soil conditions, etc.) are taken into account. The internal studies
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:431: soil), its residual waste production, its use of natural resources and its this requirement, at year-end 2021, a total of 279 sites operated by the
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:434:The risks of soil pollution related to TotalEnergies’ operations come In addition, a Company rule defines the following minimum requirements:
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:434:waste storage (refer to point 5.5.5 of this chapter). TotalEnergies has impacts related to possible soil and groundwater contamination;
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:434: – assessment of soil and groundwater contamination based on various
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:434:– overall monitoring of the environment to identify any soil and the use of the site.
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:435: dismantling and securing of sites, TotalEnergies has created a soil and chapter). Remediation operations are carried out by specialized entities
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:435: m3 of fresh water, with net consumption of 75 million m3. 54% this volume Sustainable soil use
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:473: reduction of Company's of health and safety risks chain: water, air, soil corruption in purchasing
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:476:the CSR risk mapping for the Company's procurement of goods and waste and end-of-life management; air, water and soil pollution). This
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:481: cuttings and polluted soil at inactive sites, which are counted separately.
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:572: greenhouse gas emissions, water and soil management is also contributing to the
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:20:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:22: subsoil and remove soil samples;
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:44: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:51: investigation of soils, groundwater or geotechnical purposes, including details of how
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:53: © a soil management plan;
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:62: “Plans” includes sections, drawings, specifications design data, software, soil reports,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:118: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:126: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:151: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:158: “plan” includes all designs, drawings, specifications, method statements, soil reports,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:185:“Plans” includes sections, drawings, specifications design data, software, soil reports,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:222: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:8: R/2019/0427/ soils and its final use in waste water works
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:10: 13. Land between Development of soil Located to the Approved
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:23: and Warrenby Area temporary storage of soils and its final use in 364 ha for No further info available at present - construction works for the Proposed Development,
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:23: approval of the last such matter to be of soil, air, water, or noise considered unlikely.
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:26: and Warrenby Area identified for the storage of soil. construction works for the
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:26: and Warrenby Area identified for the storage of soil in the construction works for the
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:29:117 Former Redcar Teesworks: Development Of Soil Treatment 4.2 4.5 No detais of the construction Granted 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N Y Y N Y N N Only those developments No status change that the No status change that the No status change that the
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:10:Air Quality Based on IAQM guidance (IAQM, 2014), during the construction phase receptors potentially affected by dust soiling and short-term concentrations
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:18: • depletion of / detrimental impacts to soil • best practice measures will be adopted during construction to prevent or reduce as far as
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:18: materials such as site won soils and crushed concrete;
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:43: • permanent soil loss where soil resources.
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:44: • impacts to soil quality (and
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39: removal, demolition of existing buildings and structures); earthworks (including soil
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:12:BGS Estimated Soil Chemistry pg 21 Yes Yes
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:12:BGS Urban Soil Chemistry
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:12:BGS Urban Soil Chemistry Averages
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: BGS Estimated Soil Chemistry
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: Soil Sample Type: Rural Soil and Sediment (SE) 523456
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: BGS Estimated Soil Chemistry
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: Soil Sample Type: Rural Soil and Sediment (E) 523456
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: BGS Estimated Soil Chemistry
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: Soil Sample Type: Rural Soil and Sediment (W) 523456
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: BGS Estimated Soil Chemistry
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: Soil Sample Type: Rural Soil and Sediment (N) 523568
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: BGS Estimated Soil Chemistry
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: Soil Sample Type: Rural Soil and Sediment (W) 523355
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: BGS Measured Urban Soil Chemistry
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:34: BGS Urban Soil Chemistry Averages
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:44:BGS Estimated Soil Chemistry
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:61:Estimated Soil Chemistry Arsenic - Slice E
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:62:Estimated Soil Chemistry Cadmium - Slice E
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:63:Estimated Soil Chemistry Chromium - Slice E
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:64:Estimated Soil Chemistry Lead - Slice E
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:65:Estimated Soil Chemistry Nickel - Slice E
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:37: soils and water, altering the species composition of
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:38: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:42: is identified and taken forward to appropriate assessment. Available soils data, refer
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:42: soils composition will be integral to the design of the HDD. This will determine the
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:71:6.1.56 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:18:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:20: subsoil and remove soil samples;
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:39: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:46: © a soil management plan;
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:53: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:103: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:127: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:147: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:16: Civils focussed, followed by soil/water focus, NZT civil
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:235:the environment (water, air, soil, noise, protection of nature, waste
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:256: The safety results are monitored with the same attention for all. This policy (water, air and soil) so that appropriate measures can be taken to better
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:256: With regard to the prevention of health risks, the One MAESTRO Soil
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:256: The risks of soil pollution related to TOTAL’s operations come mainly
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:256: – overall monitoring of the environment to identify any soil and
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:257: impacts related to possible soil and groundwater contamination; to these products and their use, as well as providing information to
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:257:– assessment of soil and groundwater contamination based on various consumers. The material safety datasheets that accompany the
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:257:risks related to soil and groundwater pollution. For the sites at the end of implementation of new datasheets and updates within Group entities.
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:267:This section is primarily intended to present implementation of measures type (water, air and soil) so that appropriate measures can be taken to
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:376: its emissions in natural environments (water, air, soil), its residual waste annually by the HSE Committee and the Group’s Audit Committee, for
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:378: vegetal soil and sewn with selected seeds in order to restructure the soil
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:378: and soil) so that appropriate measures can be taken to control them. pandemic.
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:378: In 2010, SO2 emissions reached 99 kt. TOTAL has set itself the target Soil
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:378: of not exceeding 49.5 kt by 2020; it has met this target since 2017. The risks of soil pollution related to TOTAL’s operations come mainly from
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:378: – overall monitoring of the environment to identify any soil and
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:379: impacts related to possible soil and groundwater contamination; withdrawals represent 9.6% of the overall Group’s water withdrawals
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:379:– assessment of soil and groundwater contamination based on various (including brackish water and seawater). For priority sites defined as
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:379:risks related to soil and groundwater pollution. For the sites at the end of
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:379:Statements (refer to point 8.7 of chapter 8). Soil
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:382: © Valorization rates for 2018 exclude excavated soil within the scope of the Port Arthur target set by TOTAL for 2030.
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:382: the construction of a new facility that was used as soil cover in a landfill. Refer to Furthermore, in order to improve the properties and therefore the use of
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:382: pandemic and the end of soil remediation works of the Île-de-France about 40,000 tons of recycled polypropylene per year by 2021;
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:389: average GHG emissions intensity of the assets of upstream production related risks as well as seismic, tsunami, soil strength and other risks) are
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:405:TOTAL expects its employees and suppliers to adhere in the following waste and end-of-life management; air, water and soil pollution). This
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:410: Tier 1 and Tier 2: indicator of the number of loss of primary containment cuttings and polluted soil at inactive sites, which are counted separately.
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:481: in 2020. The topsoil has been reconstituted using agronomically compatible regional mineral and vegetal soil and
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:481: sewn with selected seeds in order to restructure the soil and prevent the establishment of invasive species while
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:18:practicable from gravel, soil or other solid substance, oil or matter in suspension.
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:20: subsoil and remove soil samples;
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:39: (ii) earthworks (including soil stripping and storage and site levelling) and excavations;
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:47: © a soil management plan;
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:55: “plans” includes sections, drawings, specifications, designs, design data, software, soil
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:108: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:136: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:156: “plans” includes sections, drawings, specifications, designs, design data, software, soil reports,
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:10: recovered soil samples and included dry density / moisture content tests,
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:12:10.6.18 A programme of geotechnical laboratory testing was undertaken on soil and
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:12: measured on recovered groundwater samples. Soil contamination testing
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:14: • soil sampling;
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:16:10.6.33 Superficial soils, primarily identified from boreholes, comprised:
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:17: to underlie the entire site. These soils were predominantly found to be
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:17: soils comprised brown laminated clay interlaminated with silt partings were
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:17: lacustrine soils was consistent with historic investigations which
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:17: slightly silty sandy soils was unclear.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:25:10.6.88 The top selected technologies for soil and groundwater were:
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:29:10.8.6 Artificial ground (Made Ground), superficial geology (recent and drift soils)
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:29: and the superficial geology refers to that present at the top of the natural soil
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:29: succession. The table identifies surface soils and rocks at rock head; soil
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:29: and rock layers not exposed are not listed. Glacial soils may underlie Blown
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:33:10.8.18 The drift soils on the present beach are mapped as Beach and Tidal Flat
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:34: grained soils are considered to form part of the Tees Laminated Clay. These
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:35: are shown to subcrop (be present at soil rock interface) on the western part
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:37: pattern in the soil succession below the site.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38: non-agricultural soils giving the soils a negligible impact value.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38:10.8.35 The CO2 Export Pipeline is shown classified as non-agricultural soils. These
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38: soils are deemed to have a negligible impact value.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38: underlain by urban and non-agricultural soils giving the soils a negligible
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38: classified primarily of urban soils with recorded areas of non-agricultural,
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38: Grade 5 and Grade 4 soils. The urban and non-agricultural soils are
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38: categorised with a negligible impact valve. The Grade 4 and 5 soils fall
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38: Corridor is classified as urban soils with an area of non-agricultural soils,
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38: located south of the PCC Site. The urban and non-agricultural soils are
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38:Site Area Soil Grading Impact Value
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:66: contaminated soils in order to construct foundations for overhead pylons.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:201: Soils Anticipated
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:201:10.9.1 Geological mapping shows a variety of superficial soils across the area as
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:204: drilling techniques. The soil was inferred to represent fine, sand and gravel
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:204: mudstone and sandstone, possibly indicative of unnatural origin. Soils
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:205: Tidal Flat Deposits. These soils were underlain by soft-firm brown clay,
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:206: Deposits underlain by variable glacial soils with Blown sands flanking the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:210: contaminative uses. Contaminated soils including the presence of asbestos
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:210: groundwater inflows particularly from coarse soils or water bearing granular
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:211:10.10.13 In order to adequately control the re-use of materials such as soils and
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:212: for services and water supplies in contaminated soils.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:212: (<200 m from the PCC Site). The soil descriptions provided do not indicate
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: the absence of UXO buried in natural soils below the more recent deep
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:215: impacted soils are likely to be present, or indeed exposed, and also the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:216: from exposure to contaminants in soil or groundwater has been assumed
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:216: soils or groundwater is envisaged if works are carried out in accordance with
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:216: land and there are limited pathways for contact with contaminated soil.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:217: drains. Disturbance of contaminated soil or groundwater adjacent to the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:218: be a significant pollution pathway between contaminated soils and bedrock.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:218: soil and groundwater including acids, alkalis, hydrocarbons, sulphates,
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:245: disturbed. A survey by a specialist in asbestos identification in soils is
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:245: A survey by a specialist in asbestos identification in soils is advised in order
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:245: investigation is advised for soils (Made Ground) within these areas if
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:245: evaluation of “releasability” of fibres during soil disturbance (activity based
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:246: soil. This risk could be mitigated through a watching brief by an
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:246: environmental specialist in identification of asbestos in soil or through
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:246: Selection of suitable soils and confirmation testing could be employed to
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:246: determine if validation of soils and re-use in the cover layer or import of
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:246: clean soils is preferable.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: surrounding soil be removed with as far as is practicable free-product above
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: materials and utilities from TPH / PAH / VOCs / SVOCs in soil and
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: groundwater. Hydrocarbons in soil can adversely affect the hydration of
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:248: surface water and Infrastructure due to petroleum in soil adjacent to
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:248: surrounding soil would lead to continued entry of hydrocarbons into
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:248: provide information on the extent of the affected soils and free / residual
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:248: as Moderate / Low for ground workers coming into contact with soils in the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:249: high pH in soils, which poses an exposure risk to eyes and lungs from
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:249: in soil are both resolved by preventing erosion of soil and subsequent
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:250: if soils are affected by contamination.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:251: Treat soil
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:251: Replace soil
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:251: Replace soil
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:256: Treat soil
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:256: Replace soil
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:257: chemically aggressive soil and groundwater. High pH at the PCC Site is
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:257: in contact with contaminated soils within service corridors.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:257:10.10.119 Since asbestos fibres in soil were considered by Arcadis to be the risk driver,
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:257:10.10.121 If asbestos fibres and ACM in surface soils were reduced to an acceptable
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:258: imported soils in order to aid verification and reduce the future risk of
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:258: disposal of arisings will need to consider the risk of asbestos fibres in soil
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:258: from the overlying coarse soil.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260: Glacio- lacustrine Deposits. users. structure loads to soils or bedrock of
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260:displacement low strength, potentially highly Serviceability problems leading to structure loads to soils or bedrock of
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260: Arcadis observed cracking of utilities. structure loads to soils or bedrock of
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260: [Arcadis GRAR indicated there was structure loads to soils or bedrock of
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262:foundation saturated soils of pile shafts formed using continuous Adequate design for the ground conditions
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262:foundation glacial drift soils present below the Construction results in damage piles, or Adequate design for the ground conditions
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:263:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of permanent
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:264: soils.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:264:excavated soils acceptable for re-use as bulk Excavate soft spot / areas with well Assessment of earthworks volumes required /
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:264: formations. contaminated soils including non-hazardous
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:266:construction wet, coarse soils]. side slope instability, slumping or Adequate design for ground and groundwater
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:267:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of Additional
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:267: soils.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:268:Material re-use Material excavated may be 4 2 8 Disposal offsite. Soils are unlikely to be acceptable for re-use.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:268: contaminated soils to be allowed for within
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:269:construction wet, coarse soils]. side slope instability, slumping or Adequate design for ground conditions proved
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:270:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of Additional
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:271: soils.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:271:Material re-use Material excavated may be 4 2 8 Disposal offsite. Soils are unlikely to be acceptable for re-use.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:271: contaminated soils to be allowed for within
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:273:construction wet, coarse soils]. side slope instability, slumping or Adequate design for ground conditions proved
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:274:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of Additional
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:274: soils.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:274:Material re-use Material excavated may be 4 2 8 Disposal offsite. Soils are unlikely to be suitable for re-use.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:274: contaminated soils to be allowed for within
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:276:construction wet, coarse soils]. side slope instability, slumping or Adequate design for ground conditions proved
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:277:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of Additional
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:277: soils.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:277:Material re-use Material excavated may be 4 2 8 Disposal offsite. Soils are unlikely to be suitable for re-use.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:277: contaminated soils to be allowed for within
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:280: (m) Soils Weathered installation
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:281: (m) Soils Weathered installation
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: (m) Soils Weathered installation
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: (m) Soils Weathered installation
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:284: (m) Soils Weathered installation
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:285: (m) Soils Weathered installation
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:286: (m) Soils Weathered installation
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:287: (m) Soils Weathered installation
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:306:A localised area devoid of vegetation with the surface soils and detritus exhibiting a
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:307:Plate 10 – Surface soils discoloured blue typical of cyanide contamination.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:6: unacceptable levels of soil, air, water or noise pollution or land instability.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:55:9.4.92 Cranfield University’s Soilscapes website (Cranfield University, n.d.) indicates
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:55: by loamy and clayey soils of coastal flats with naturally high groundwater.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:55: seasonally wet slightly acid but base-rich loamy and clayey soil. The latter is
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:55: toward Billingham. However, due to past development soil type and structure
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:55: sand dune soils are found along the coastal areas to the north of the Study
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: ground is low due to the type of soil and geology (such as clayey soils) or
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:78: of soils, sediments, oils, fuels or other construction chemicals, or through
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:79: levelling and grading operations may result in the disturbance of soils and, in
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:82: compacted soils and the presence of stockpiled materials and equipment
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:96: associated with ground preparation and temporary storage of soils and
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:104: Cranfield University (n.d.). Soilscapes Online. Available at:
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:12:BGS Estimated Soil Chemistry pg 119 Yes Yes
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:12:BGS Urban Soil Chemistry
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:12:BGS Urban Soil Chemistry Averages
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: BGS Estimated Soil Chemistry
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: Soil Sample Type: Rural Soil and Sediment (SW) 524154
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: BGS Estimated Soil Chemistry
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: Soil Sample Type: Rural Soil and Sediment (S) 524000
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: BGS Estimated Soil Chemistry
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: Soil Sample Type: Rural Soil and Sediment (SE) 523500
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: BGS Estimated Soil Chemistry
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: Soil Sample Type: Rural Soil and Sediment (N) 525000
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: BGS Measured Urban Soil Chemistry
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:132: BGS Urban Soil Chemistry Averages
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:216:BGS Estimated Soil Chemistry
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:244:Estimated Soil Chemistry Arsenic - Slice G
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:245:Estimated Soil Chemistry Cadmium - Slice G
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:246:Estimated Soil Chemistry Chromium - Slice G
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:247:Estimated Soil Chemistry Lead - Slice G
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:248:Estimated Soil Chemistry Nickel - Slice G
EN010103-000894-NZT DCO 6.2.8 ES Vol 1 Chapter 8 Air Quality.pdf:7: affected by unacceptable levels of soil, air, water or noise pollution or land
EN010103-000894-NZT DCO 6.2.8 ES Vol 1 Chapter 8 Air Quality.pdf:8: levels of soil, air, water or noise pollution or land instability. Development
EN010103-000894-NZT DCO 6.2.8 ES Vol 1 Chapter 8 Air Quality.pdf:13:8.3.10 The movement and handling of soils and spoil during construction activities
EN010103-000894-NZT DCO 6.2.8 ES Vol 1 Chapter 8 Air Quality.pdf:13: PM10), dust soiling impacts, and ecological impacts (such as physical
EN010103-000894-NZT DCO 6.2.8 ES Vol 1 Chapter 8 Air Quality.pdf:26: receptors potentially affected by dust soiling and short-term concentrations
EN010103-000894-NZT DCO 6.2.8 ES Vol 1 Chapter 8 Air Quality.pdf:35:8.6.1 The area sensitive to dust soiling and PM10 health effects has been assessed,
EN010103-000894-NZT DCO 6.2.8 ES Vol 1 Chapter 8 Air Quality.pdf:35: receptors to dust soiling and PM10 effects from construction works are
EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf:102:substantial costs, including for environmental remediation. In challenging soil conditions, accidents, mechanical and technical
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:4: • geology and soils;
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:4:24.3.6 Geological strata, mineral resources and soils are not considered likely to be
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:4: I, Document Ref. 6.2) considers the potential impacts of soils disturbance
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:5: and soils and waterbodies are considered in the above chapters, this chapter
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:7:Hydrogeology both construction and operational effects upon geology and soils.
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:24: preparation and temporary storage of soils Ecology; Landscape &
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:19: habitat that is found in the eastern and northern moors, where the soil is not as free-
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:36: deposition to soils, potentially leading to deleterious effects in resident ecosystems.
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:36: widely known to enhance soil fertility and to lead to eutrophication. This often has
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:37: control strategies being offset by increasing numbers of lead to both soil and freshwater acidification.
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:37: soils and water, altering the species composition of
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:37: grasses and soil acidification, preventing the ability of terns to breed successfully.
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:70:6.1.56 Available soils data, refer doc NS051-CV-REP-OA1-00008 Preliminary Onshore
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:4: 5.6 Soil contamination ……………………………………………………………………………………………………… 16
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:4: 7.4.5.3 Deep soil mixing (lime or cement columns) ……………………………………………………………………… 31
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:6: soils to depths not exceeding 3m.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:6: However, complex soil-structure interaction analysis is required which may result in increased design and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:11: Deposits below the Main site. These fine-grained soils are considered to form part of the Tees Laminated
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:14:glacial soils by Stroud and Butler (1975) has been used to provide an indication of the mass undrained shear
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:14:Bedrock. Values typically used for 'f1' generally range between 4 and 6, depending on soil plasticity. A f1 value of
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:14:noted that the Stroud and Butler correlation is not strictly applicable to organic rich alluvial soils which tend to be
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:14:Inferred soil density and strength values based on available ground investigation information for the Main Site is
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:14:pressures or the localised presence of finer soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:15: • Soil contamination.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:15:performance issues on footings founded on these soils without remediation or engineering control.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:15:Heave and collapse of soils may occur due to the Made Ground and underlying natural strata. Previous ground
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:15:structures from heave and collapse of underlying soils, with several structures exhibiting signs of deformation and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:5.6 Soil contamination
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:Previous ground investigation by others, and related chemical testing, has demonstrated that soil contamination
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:The presence of soil contamination can present a risk to human health and groundwater, amongst other
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:in the underlying soils. However, the monitoring data to date is insufficient to confirm seasonal trends or
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:19:• Excavation and replacement of soft or loose soils to increase the bearing capacity and/or reduce the
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:19: compressibility of soils below the structure;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:19:• Ground improvement techniques to increase the bearing capacity and/or reduce the compressibility of soils
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:23: • on dense (or denser) coarse soils above the water table;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:23: • on medium strength (or stronger) fine soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:23: Competent soils need to be reasonably close to ground Competent soils need to be reasonably close to ground
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:23: permeable soils are present; permeable soils are present;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:23: Only suitable for lightly loaded structures not subject to Large volumes of soil may be excavated during construction
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:23: dynamic loading; which could be a problem if the soil is contaminated;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:23: increased costs for soil treatment and disposal;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:Pile foundations are used to transmit structural loads through weaker near-surface soils onto a more competent
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24: • on compressible strata overlying coarse soils of adequate density, there being no other beds of greater
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24: compressibility below the coarse soils;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24: • where the strata consist of fine soils of great thickness capable of supporting the piles by friction;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24: • where there is a need to minimise movements of a structure owing to swelling or shrinkage of surface soils;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:However, both options require mitigation to prevent potential ground instability from heave or collapse, soil
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:depth of expansive soils. Unlike CFA piles, bored cased piles can achieve greater depths and restrictions to achieve
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:26:forces in the raft, providing there are competent soils at reasonable depth. However, complex soil-structure
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Suitable for water bearing ground where deep casings or bentonite Soil or rock removed during boring can be inspected for comparison
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: for off-site spoil disposal. Useful if contaminated soils are present; by the use of specialist boring tools where temporary / permanent
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Stabilising fluids used to support pile bores through unstable soils at
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: granular soils or soft soils will enable control of integrity problems
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Noise and vibration due to driving may be unacceptable; Risk of flighting causing ground instability during pile construction Concrete in shaft is susceptible to squeezing or necking in soft soils
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Temporary casing and/or support fluid required in cohesionless soils,
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Must be properly reinforced to withstand stresses due to handling; Careful control of concrete delivery and extraction of auger needed to Lateral pressure on soft soil from fresh concrete can lead to bulges in
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Piles may break during driving, necessitating the installation of Potential for pile 'squeezing' through soft soils and/or water bearing Local slumping of open unsupported pile bores may occur due to
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: replacement piles; coarse (granular) soils. groundwater seepage;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Displacement of soil during driving may lift adjacent piles or damage Pile integrity problems may occur where installed through water Enlarged bases cannot be formed in coarse-grained soils;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: adjacent structures; bearing coarse (granular) soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Possibility of low end-bearing resistance in coarse-grained soils due
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Jointed precast piles may not be suitable for tension and lateral Zone of soil immediately adjacent to the pile may be disturbed and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Zone of soil immediately adjacent to the pile will be disturbed and If bores are left open too long clays can soften leading to lower skin
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: they can be economically removed prior to piling or the ground increased cost due to soil treatment and/or disposal offsite.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: pressures will cause the soil to consolidate and induce an additional
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: bending moments induced by lateral soil movements induced in the
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:29: A pre-formed or cast in place pile that displaces the soil, Drilled and concreted in one continuous operation enabling much Constructed with or without casing, by excavating or boring a hole in
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:30:Excavation and replacement ground treatment is typically only suitable for soils above the water table. Existing
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:30:Localised excavation and replacement may be considered to stiffen formation soils to allow for construction of low
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:30:Vibro-compaction is a densification process that may be used up to depths of approximately 20m in granular soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:30:vibrations cause the surrounding soil particles to be rearranged reducing air voids and increasing soil density. This
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:30:used up to depths of approximately 20m in both cohesive and granular soils. It may be used in both the Made
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:to improve the properties of fines rich Tidal Flat Deposits. The soils are of relatively low strength and may not
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:addition, the depth at which these soils are present across site may mean it is not possible to fully treat them,
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:Vibro-compaction and vibro-replacement techniques may be considered to stiffen formation soils to allow for
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:However, complex soil-structure interaction analysis is required which may result in increased design time and cost
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:7.4.5.3 Deep soil mixing (lime or cement columns)
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:Deep soil mixing is a ground treatment technique for soft fine grained soils in which quicklime or cement is
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:auger is rotated (in the reverse direction) and withdrawn from the hole. The soil-lime columns, typically 500mm in
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:diameter and up to 15m deep, are designed to act as a composite with the surrounding soil and are individually
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:of treated soils, over and above the heave anticipated from expansive slag materials across the site.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:effective in granular soils but has also been used successfully in finer soils. The Foundations optioneering appraisal
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: or voids, UXO, soil contamination and groundwater contamination.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: or collapse, UXO, soil contamination and groundwater contamination.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: or voids, UXO, soil contamination and groundwater contamination.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: or collapse, ground obstructions or voids, UXO, soil contamination and groundwater contamination.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42: content which included slag including fused slag, refractory brick, concrete and Inadequate Heave & collapse Shallow Obstructions / Presence of Soil Groundwater
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42: Medium dense comprising silty variably gravelly sand with layers/bands of gravel Presence of Soil Groundwater
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42: GLACIAL TILL sandy slightly gravelly clay with gravel composed of mixed lithologies, including Obstructions / Soil Groundwater
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42:REDCAR MUDSTONE Weak to extremely weak weathered mudstone Inadequate Soil Groundwater
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45: Soil Contamination
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:CFA Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✔ M M ✖ collapse, ground obstructions or voids, UXO, soil contamination and groundwater contamination. May be
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45: collapse, UXO, soil contamination and groundwater contamination. May be prohibitively expensive
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45: Suitable for all load cases. Mitigation may be required for UXO, soil contamination and groundwater effective.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:Excavation and Replacement ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✖ ✔ M ✖ ✖ ✖ ✖ groundwater, soil contamination and groundwater contamination. Mitigation may be required for UXO.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:Deep Soil Mixing - lime or cement columns ✔ ✔ ✔ ✔ ✖ ✔ ✖ M M ✖ M ✖ ✔ ✔ ✖
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Soil Contamination
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Large raft foundations reduces the risk of differential settlement due to obstructions and Increases the likelihood of UXO being encountered due to volume of disturbed surface soils excavated during construction. Feasibility of this solution is dependant on the proposed load
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: If UXO is encountered this foundation solution allows identification and decommissioning. increases the likelihood and cost of disposal of contaminated soils (TBC based on STDC site remediation proposals).
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Have been adopted successfully on the Redcar blast furnace to the west. Low ultimate moment resistance, therefore, unable to accommodate bending moments induced by lateral soil movements UXO risk to be established through detailed risk assessment and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Displacement pile so removes costs associated with disposal of potentially contaminated soils. verticality) being achieved. Integrity of installed piles may be confirmed by post installation non destructive testing - risk of damage caused by ground vibrations to services
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: between the made ground soils and ground water and underlying bedrock aquifer.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: for ground instability from heave or collapse, ground Potential for pile 'squeezing' through soft soils and/or water bearing coarse (granular) soils. Probing for obstructions in the made ground in advance of pile
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: obstructions or voids, UXO, soil contamination and construction could be considered.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: groundwater contamination. Pile integrity problems may occur where installed through water bearing coarse (granular) soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Reduces the risk of long term creep settlement on loading in made ground and/or loose / soft Bored piles generate arisings at surface which may include potentially contaminated soils. Increased cost due to soil Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Bored Cased Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ ✔ M ✔ M M ✔ for ground instability from heave or collapse, UXO, soil groundwater contamination.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: The installation of temporary casing through water bearing coarse granular soils or soft soils
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Bored Cased & Sleeved Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✖ for UXO, soil contamination and groundwater
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Provides engineered fill over the depth of excavation and replacement producing a substantial Significant volume of soil treatment and / or disposal of potentially contaminated soils. Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Could be adopted in conjunction with raft foundations and / or ground bearing slabs. for soils above groundwater, but will have a limited impact where made ground > 5m depth.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: inadequate bearing capacity, shallow groundwater, soil This treatment is expected to reduce total and differential settlements below raft Groundwater is shallow across the site ~ 3m depth and may be tidally influenced, may result in significant constraints probability assessment.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: capacity, UXO and groundwater contamination. Mitigates risk of soil liquefaction. Concern over long term integrity / serviceability of the columns installed through thick deposits of underlying soft / combination with raft foundations.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Not suitable for soft clays, organic soils and peats because of their lack of lateral confinement. possibly in combination with site trials.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Best suited to the stabilisation of deep soft clays (not found near surface at this site). Introduction of lime in potentially expansive soils may result in post construction heave of treated soils, over and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Deep Soil Mixing - lime or cement columns ✔ ✔ ✔ ✔ ✖ ✔ ✖ M M ✖ M ✖ ✔ ✔ ✔ obstructions or voids and shallow groundwater. Mitigation
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:48: Soil Contamination
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:48: Technique generally effective in the densification of coarse (granular) soils, non homogenous Not an effective technique for the treatment of fine (cohesive) soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:48: Appropriate for use in both unsaturated and unsaturated soils. Technique should not be undertaken within 15m of existing services and within 30m of existing buildings.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Soil Contamination
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Increases the likelihood of UXO being encountered due to the volume of disturbed surface soils excavated during Feasibility of this solution is dependant on the proposed load intensity
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: obstructions and voids. construction of raft foundations increases the likelihood and cost of disposal of contaminated soils (TBC based Long term large scale instrumented plate load test on foundation formation
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Have been adopted successfully on the Redcar blast furnace to the west. Low ultimate moment resistance, therefore, unable to accommodate bending moments induced by lateral soil UXO risk to be established through detailed risk assessment and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: obstructions or voids. Mitigation contaminated soils. Damage to slender pile sections possible. This may be partly mitigated by advanced probing before
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: pathway between the made ground soils and groundwater and underlying bedrock aquifer.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: voids, UXO, soil contamination and Potential for pile 'squeezing' through soft soils and/or water bearing coarse (granular) soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Pile integrity problems may occur where installed through water bearing coarse (granular) soils. specification tolerances (plan position and/or verticality) may not be
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Reduces the risk of long term creep settlement on loading in made ground and/or loose Bored piles generate arisings from pile bores at surface which may include potentially contaminated soils. Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: / soft estuarine sands, clays and silts at depth. Increased cost due to soil treatment and/or disposal offsite is possible.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50:Bored Cased Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ ✔ M ✔ M M ✔ ground instability from heave or The installation of temporary casing through water bearing coarse granular soils or
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: collapse, UXO, soil contamination soft soils will enable control of integrity problems which may occur during
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: soil contamination and groundwater The sleeving may allow formation of shorter rock socket lengths in comparison to probability assessment.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Provides engineered fill over the depth of excavation and replacement producing a Significant volume of soil treatment and / or disposal of potentially contaminated soils. Not suitable
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: term creep or dynamic loading. May suitable for soils above groundwater, but will only have a limited impact where made ground > 5m depth.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: groundwater, soil contamination and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: Soil Contamination
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: be required for ground instability Mitigates risk of soil liquefaction.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: Not suitable for soft clays, organic soils and peats because of their lack of lateral confinement.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: Unsuitable for long term settlement Best suited to the stabilisation of deep soft clays (not found near surface at this Introduction of lime in potentially expansive soils may result in post construction heave of treated soils,
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51:Deep Soil Mixing - lime or cement columns ✔ ✖ ✔ ✔ ✖ ✔ ✖ M M ✖ M ✖ ✔ ✔ ✔ voids and shallow groundwater.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: Technique generally effective in the densification of coarse (granular) soils, non Not an effective technique for the treatment of fine (cohesive) soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: chemistry and ground obstructions or Appropriate for use in both unsaturated and unsaturated soils. Technique should not be undertaken within 15m of existing services and within 30m of existing buildings.
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:4: emissions to air, soil, surface and groundwater, to the
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:11:ES Chapter 5 - Construction Programme and Measures for the management of soils during DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:11:Management earthworks will be included within the CEMP. Soil will 16: Construction environmental management plan
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:11: Code of Practice for the Sustainable Use of Soil on
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: Where contaminated soils and elevated groundwater
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:32: construction. Soil excavation will be undertaken with
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:32: exposed soil and / or sediment. Although not
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:33:Contaminated Land implemented to manage potential impacts on soils and 16: Construction environmental management plan
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:33:ES Chapter 10 - Geology, Hydrogeology and Excavated soils will be stockpiled and re-used within DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:33: use of materials such as soils and crushed concrete. S
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:39: be fitted e.g. battered soil slope or scaffold plank, to
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:58: contamination of controlled waters or soils.
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:59: • a soil management plan;
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:60: deposited dust from soil and spoil movements and
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:64: construction. Soil excavation will be undertaken with
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:64: exposed soil and / or sediment. Although not
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:65: with unexpected soil or groundwater contamination 13: Contaminated Land and Groundwater
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:65:ES Appendix 5A – Framework CEMP To minimise the effects on soil resources during any DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:65: standards of soil handling and management will be
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:65: double handling of soils and the extent to which
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:65: exposed soils will be left vulnerable to erosional
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:66:ES Appendix 5A – Framework CEMP The disposal of soil waste, contaminated or otherwise, DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:67: transferred and contaminating other soils or water, 13: Contaminated Land and Groundwater
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:68: the possible infiltration of contaminants into soils
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:73: means of escape would be fitted (e.g. battened soil
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:18: construction of the MOC will require stockpiling of soil/made ground and
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:18: stripping and stockpiling of soil/made excavation to approximately 1 m below
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:15: A carbon stock is defined as a quantity of carbon stored within the area, usually in the form of soils and biomass
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:48: of contamination, reducing the chances of causing further soils and water
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:70: soil moisture • Integration of
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:71: increase in soil Site
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:3: geological value and soils (in a manner commensurate with their
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:4: levels of soil, air, water or noise pollution or land instability.
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:62: soils.
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:11:BGS Estimated Soil Chemistry pg 21 Yes
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:11:BGS Urban Soil Chemistry
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:11:BGS Urban Soil Chemistry Averages
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:33: BGS Estimated Soil Chemistry
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:33: Soil Sample Type: Rural Soil and Sediment (SE) 519470
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:33: BGS Estimated Soil Chemistry
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:33: Soil Sample Type: Rural Soil and Sediment (SE) 520091
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:33: BGS Estimated Soil Chemistry
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:33: Soil Sample Type: Rural Soil and Sediment (SE) 519851
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:34: BGS Measured Urban Soil Chemistry
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:34: BGS Urban Soil Chemistry Averages
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:47:BGS Estimated Soil Chemistry
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:68:Estimated Soil Chemistry Arsenic - Slice A
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:69:Estimated Soil Chemistry Cadmium - Slice A
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:70:Estimated Soil Chemistry Chromium - Slice A
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:71:Estimated Soil Chemistry Lead - Slice A
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:72:Estimated Soil Chemistry Nickel - Slice A
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:21: • Soil leachate levels show limited exceedances of screening levels;
EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:17: concerned. I do not consider that any soil and aggregates recycling and washing
EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:27: potentially contaminated dust during underlying natural soils;
EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:28: offsite receptors So I would the soils and groundwater to buried
EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:28: cleared of structures to fill in data environmental testing of soils and
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:4: impacted soils are likely to be present, or indeed exposed, and also the
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: concentrations of certain determinants in soil, soil leachate and
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: concentrations of certain determinands in soil, soil leachate and
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8:connections) concentrations of certain determinands in soil, soil leachate and
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8:Maintenance Workers (above No abnormal risk from exposure to contaminants in soil or
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: are limited pathways for contact with contaminated soil. Protection
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: buildings from contamination in soil and groundwater including
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:9: concentrations of certain determinants in soil, soil leachate and
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:9: surrounding area. However, since no exposure to soils or
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:14: lifestyle and the fertile soils of the Tees Valley supported many settlements,
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:23: been either taken away or buried by soil link the barrows with
EN010103-001956-c 16 May 2022.pdf:12: • Change No. 5 - Increase in proposed soil import volumes to create a suitable
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:20: landscape and visual; water quality and resources; and soils and geology. The consideration of
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:32: to effects on human beings, fauna, flora, soil, water, air, climate, the landscape, material assets
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:47: noise and vibration effects; to cover specific issues including site clearance, soil It is therefore considered that the noise and vibration impacts associated with the Proposed
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:49: Paragraph 5.15.9 states that the risk of impacts on the water environment can The soil and groundwater condition at the site are considered to be low risk given the
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:55: Conserving and enhancing interests and soil; minimising impacts on biodiversity and providing net gains in generation, being previously developed land in an industrial area. It is therefore considered
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:55: affected by unacceptable levels of soil, air, water or noise pollution or land The ES includes an assessment of the potential effects of the Proposed Development upon the
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:55: instability (paragraphs 110 - 125. natural environment in terms of soils, hydrogeology and land quality; surface water resources
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:60: The soil and groundwater condition at the site are considered to be low risk given the presence of low permeability
EN010082-000012-Scoping Opinion.pdf:17: emissions - water, air and soil pollution, noise, vibration, light,
EN010082-000012-Scoping Opinion.pdf:27: off-site soil disposal. However, Section 6.3.5 of the Scoping Report
EN010082-000012-Scoping Opinion.pdf:50: emissions (water, air and soil pollution, noise, vibration, light,
EN010082-000012-Scoping Opinion.pdf:50: population, fauna, flora, soil, water, air, climatic factors, material
EN010082-000012-Scoping Opinion.pdf:87: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
EN010082-000012-Scoping Opinion.pdf:87: development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
EN010082-000012-Scoping Opinion.pdf:102: impacts associated with re-use of soils and waste soils, for example, re-use of
EN010082-000012-Scoping Opinion.pdf:102:environmental concentrations to the applicable standard or guideline value for the affected medium (such as Soil Guideline
EN010082-000012-Scoping Opinion.pdf:107: appropriate media (e.g. air, water, and/or soil) and health-based guideline
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:6: 1, sustainability, it is proposed to re-use the soils on Contractor environment management
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:6: 6, Section the event that soils are removed from site it is
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:6: 6.4.2 proposed to seek opportunities to re-use the soils off
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:7: 1, waste soils excavated in accordance with Technical Contractor environment management
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:7: 1, techniques such as covering soil heaps, misting Contractor environment management
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:7: Chapter exposed soils, vehicle and wheel washes. plan (‘CEMP’)
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:7: 15. Volume Storage of potentially hazardous waste soils Construction Main Works CEMP 13.Construction
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: 35. Volume In the unlikely event that soil gas is identified as a Construction Main Works DCO 10.Contaminated land and
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: the potential for soil gas resulting from soil and
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:13: 42. Volume The re-use of soil and crushed concrete shall be Construction Main Works MMP 13.Construction
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:13: excavations and soil handling, such as stockpiling
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:13: soil away from watercourses and undertaking
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:18: 1, waste soils excavated in accordance with Technical Contractor
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:18: 1, waste soils and pit dewatering, excavated in Contractor
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:18: Chapter exposed soils, vehicle and wheel washes.
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:19: 1, waste soils excavated in accordance with Technical Contractor
EN010082-000173-EN010082-6.2.2-ES Chapter 2-Legislation Policy and Guidance-Final-November 2017.pdf:11: 2.23 Soil and Geology: Consideration of soil types and the nature of the underlying strata, as well
EN010082-000173-EN010082-6.2.2-ES Chapter 2-Legislation Policy and Guidance-Final-November 2017.pdf:14: interests and soil; minimising effects on biodiversity and
EN010082-000173-EN010082-6.2.2-ES Chapter 2-Legislation Policy and Guidance-Final-November 2017.pdf:14: being adversely affected by unacceptable levels of soil, air,
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:17: present in excavated soils;
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:17: x excavation, soil deposition and landscaping, monitoring of the condition and
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:23: asked. This should include regular dust soiling checks of surfaces such as cars and window sills
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:32: Potential for risks to human health Where possible, and in the interests of sustainability, it is proposed to re-use the soils on site To be confirmed To be confirmed
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:32: associated with waste generation, during the construction of the power station. In the event that soils are removed from site it in detailed in detailed CEMP.
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:32: land contamination, airborne is proposed to seek opportunities to re-use the soils off site, with disposal to landfill being CEMP.
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:33: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:33: In the unlikely event that soil gas is identified as a risk requiring vapour / gas mitigation
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:33: would be applied. Additional investigation will be completed to assess the potential for soil
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:33: gas resulting from soil and groundwater contamination.
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:34: standard techniques such as covering soil heaps, misting exposed soils, vehicle and
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:35: The re-use of soil and crushed concrete shall be managed on site
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:40:Contaminated land will be identified and avoided during excavation. If encountered, works will stop and the situation e.g. EPC Contractor e.g. Soil e.g. e.g. on
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:40:Potentially hazardous waste soils will be handled and stored in accordance with Technical Guidance WM3. EPC Contractor
EN010082-000174-EN010082-6.2.3-ES Chapter 3-EIA Approach-Final-November 2017.pdf:17: • The physical environment, which includes: geology and soils; water
EN010082-000174-EN010082-6.2.3-ES Chapter 3-EIA Approach-Final-November 2017.pdf:28: Contamination great requirement for off-site soil disposal this topic was scoped out.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:3: materials such as soils and crushed concrete through the development of
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:3: concretes, fuel, oils and soils) which could be mobilised to ground or
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:3: soil removal and transportation activities;
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:6: Development site and there would be no significant requirement for off-site soil disposal. remediation of the site is not
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:6: However, Section 6.3.5 of the Scoping Report also states that if contamination is found on the required as a function of soil
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:10: • identify any effects and seek to minimise impacts on soil quality taking
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:14: disturbance of soils and water resources.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:14: (consequence or effect) of soil pollution, water pollution and flood
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:14: • firstly, likelihood assessment which relates to whether soil and water
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:14: • secondly, consequence assessment which is the magnitude of any soil
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:14: criteria are set in relation to soil and water pollution risk to a specific
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15:6.2.2 Detailed Assessment of Effects on Soil and Land Resources
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15:6.28 Some soil resources may be lost temporarily and permanently to the site of the
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: documents is to develop a strategy to re-use soils and materials won during
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: construction. Effects on soil are considered by combining an assessment of,
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: and the spatial and temporal extent and intensity (magnitude or scale) of, soil
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: Value or Importance of Soils
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15:6.30 In the context of the soils assessed, four criteria are considered as contributing
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: • Soil quality, structure and sensitivity: whether it is has intrinsic
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: specific soils, such as acidic loamy soil required for flora species, are
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: • Ecosystem function, regulating service, water regulation: whether the soil
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: the soil is currently used as an agricultural resource.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15:6.31 For any soil contaminants that may be encountered during pre-construction
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: effects on soil is determined through reference to specific criteria developed
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: sensitivity and vulnerability) criteria to soils are shown in Table 6.4.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16:Table 6.4 Value Criteria for Soils
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: Low Low soil fertility not used for agriculture, contaminated made-ground soils at
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: brownfield sites, soils not supporting any particularly sensitive or important
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: Medium Typical agricultural land, soils supporting specific habitats (e.g. forests), soils on
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: High Intensively farmed, highly fertile soils, wetland soils, soils which host shallow
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: aquifers relied upon for abstraction or essential for river base flow, soils of specific
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: Magnitude of Impacts on Soils
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16:6.33 The magnitude of impacts on soils is determined by considering the intensity
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16:Table 6.5 Spatial and Temporal Extent of Soil Impact
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: than 10 years) effect on the quality/value of the soil over a large area (100s ha)
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: quality/value of the soil but recovery is predicted in the medium term (5-10
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: Small Change likely to adversely affect the quality/value of the soil but recovery is
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: • Human health toxicological assessment of contaminants in soil,
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:16: • Using Soil Guideline Values, Environment Agency, March 2009; and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: groundwater base flow contribution, maintaining soil structure,
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:21: regarding soils and geology, land quality, hydrogeology (groundwater), and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:21:6.3.2 Soils, Geology and Hydrogeology Data Sources
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:25:6.3.5 Soil and Geology
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:26: Observed Soils and Geology
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:27:6.3.6 Land Quality – Potential Soil Sources of Contamination
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:30: understood to be above ground and have been covered with a soil cap.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:30: it is understood to be above ground and has been covered with a soil cap.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:31:6.83 A total of 27 soil samples were recovered as part of the 2015 site investigation
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:31:6.84 No visual or olfactory evidence of impact on soils was observed by Environ’s
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:32: above, the risk to human health from soil contamination at the Project Site was
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: • direct / dermal contact with contaminated soils and / or groundwater;
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: • ingestion of contaminated soils and groundwater;
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: affected by direct contact with contaminated soil and / or groundwater.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34:6.3.10 Soil Quality and Resource Value
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34: with the Project Site’s historical, industrial use, limited soil contamination is
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34: value of the onsite soils to be ‘low’.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:41: soil and water resources.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43: Potential Soil Resources and Land Quality Effects
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43:6.129 Soils (mainly sub-soils where present as opposed to topsoil) will be affected by
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43: an engineered industrial surface, the impact will be permanent soil loss.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43: therefore any permanent soil loss will be negligible.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43:6.130 In terms of impact assessment, the soils at the site are assessed as being of low
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43: re-use the soils on site during the construction of the power station. In the
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43: event that soils are removed from site it is proposed to seek opportunities to
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43: re-use the soils off site, with disposal to landfill being an option of last resort.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44: deep excavations, foundation work such as piling, stockpiling of soils and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:45: sensitivity and vulnerability, as determined in Section 6.2 above) of the soil or
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:46: contaminated soil ingestion and excavation
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:46: waste soils excavated in
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:46: waste soils and pit
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:contaminative neighbouring covering soil heaps,
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:dust commercial misting exposed soils,
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47: contaminated soils
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:(i.e. remove, relocate or soil and appropriate procedures to Significant
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:removal) of agricultural land run-off on to hazardous waste soils
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:current reduce soil quality with Technical Guidance
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48:near surface ecology. waste soils excavated in
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48:(i.e. soils and mobilise eroded construction site surface Significant
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:50:machinery waters including adjacent water misting exposed soils,
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:50:machinery land to south adjacent misting exposed soils,
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:51:and accidental leakage or through soils fuelling to be undertaken Significant
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:52:polluting reduces soil
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53: towers and storage vessels etc.), the impact will be permanent soil loss
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53: native soils.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53: • Impacts on soil quality, groundwater and watercourses could potentially
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53: potential impacts on soil quality from accidental spills or leaks and so the
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53: Soil Resources and Land Quality Effects
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53:6.143 Permanent Infrastructure of the Project will result in some permanent soil loss
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53: using suitable soils / fill to return the affected areas back to the required
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53: permanent soil loss and from accidental leaks and spillage, are classified as
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:55: sources in soil the implementation of
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:58:areas effects on soil constructed with
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:59: Soil Resources and Land Quality Effects
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:59:6.151 Soils within the site of the Project site will be affected by physical disturbance
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:59: the decommissioning phase. Soil rehabilitation will be undertaken for most of
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:59: example, an industrial after use would likely require no soil rehabilitation at
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:59: potentially contaminated soil. The other potential effect on land quality
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:60:6.155 The removal of hardstanding from the Project site to natural soils would also
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:60: excavation of materials, soil replacement, and a decrease in hardstanding
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:60: coverage) could potentially alter the soil properties and drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:62:materials / soil workers exposed to ingestion and appropriate Significant
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:62: contaminated soil contaminated land
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:62: hazardous waste soils
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:62: hazardous waste soils
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:63: soils, vehicle and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:63:pipework and of process through soils undertaken in properly
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:65: reduce soil quality.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:65: adverse effects on hazardous waste soils
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:66: hazardous waste soils
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67:foundation works pathway created for soils could implementation of DP Significant
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67:Excavation, soil Potential for an Creation or - Medium Medium • Minimise potential to Negligible Not
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:69: for off-site soil disposal. However, Section 6.3.5 of the Scoping Report also
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:71: soils and water in development projects, such as;
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:71: movement and re-use of soils shall be tracked in an MMP.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:72:• In the unlikely event that soil gas is identified as a risk requiring vapour /
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:73: • The re-use of soil and crushed concrete shall be managed on site based on
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:73: soil handling, such as stockpiling soil away from watercourses and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:76: of erosion and dust generation during excavations and soil handling, such as
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:76: stockpiling soil away from watercourses and undertaking earthworks during
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:76: soil or pre-existing contamination sources within the sub-soil.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:77:6.194 The soil and groundwater condition at the site are considered to be low risk
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:77: and MMP to maximise the re-use of soils and crushed concrete on site where
EN010082-000314-TEES - Regulation 24 Transboundary Screening (1).pdf:3: unforeseen contaminants in soils (associated with the
EN010082-000185-EN010082-6.2.14-ES Chapter 14-Human Health-Final-November 2017.pdf:5:presence of contaminants in soils could have both environmental effects and effects on human health.
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:10: other soils or water, construction
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:8: groundwater levels, soil permeability, groundwater vulnerability and
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:17: present in excavated soils;
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:17: excavation, soil deposition and landscaping, monitoring of the condition and
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:23: when asked. This should include regular dust soiling checks of surfaces such as cars and
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:29: Potential for risks to human health Where possible, and in the interests of sustainability, it is proposed to re-use the soils on site To be confirmed To be confirmed
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:29: associated with waste generation, during the construction of the power station. In the event that soils are removed from site it in detailed in detailed CEMP.
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:29: land contamination, airborne is proposed to seek opportunities to re-use the soils off site, with disposal to landfill being CEMP.
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:30: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:30: In the unlikely event that soil gas is identified as a risk requiring vapour / gas mitigation
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:30: would be applied. Additional investigation will be completed to assess the potential for soil
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:30: gas resulting from soil and groundwater contamination.
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:31: standard techniques such as covering soil heaps, misting exposed soils, vehicle and
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:32: The re-use of soil and crushed concrete shall be managed on site
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:37:Contaminated land will be identified and avoided during excavation. If encountered, works will stop and the situation e.g. EPC Contractor e.g. Soil e.g. e.g. on
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:37:Potentially hazardous waste soils will be handled and stored in accordance with Technical Guidance WM3. EPC Contractor
EN010082-000187-EN010082-6.2.16-ES-Chapter 16-Summary of Cumulative and Indirect Effects-Final-November 2017.pdf:3: confined to the Project Site and there would be no requirement for off-site soil
EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:27: as part of surrendering the Environmental Permit at that time. The report concluded that soil
EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:27:21.4 The soil and groundwater conditions at the Site are considered to be of low vulnerability given the
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:4: 1, sustainability, it is proposed to re-use the soils on Contractor environment
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:4: 6, Section In the event that soils are removed from site it is (‘CEMP’)
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:4: 6.4.2 proposed to seek opportunities to re-use the soils
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:5: 1, waste soils excavated in accordance with Contractor environment
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:5: 1, techniques such as covering soil heaps, misting Contractor environment
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:5: Chapter exposed soils, vehicle and wheel washes. management plan
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:5: 15. 5.14 Volume Storage of potentially hazardous waste soils Construction Main Works CEMP 13.Construction Tertiary
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: 35. 5.34 Volume In the unlikely event that soil gas is identified as Construction Main Works DCO 10.Contaminated Tertiary
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: completed to assess the potential for soil gas
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: resulting from soil and groundwater
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:13: 42. 5.43 Volume The re-use of soil and crushed concrete shall be Construction Main Works MMP 13.Construction Tertiary
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:14: generation during excavations and soil handling, management
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:14: such as stockpiling soil away from watercourses during construction
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:20: 1, waste soils excavated in accordance with Contractor Decommissioning
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:20: 1, waste soils and pit dewatering, excavated in Contractor Decommissioning
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:20: Chapter exposed soils, vehicle and wheel washes.
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:21: 1, waste soils excavated in accordance with Contractor Decommissioning
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:13: Project Site, and the recovery of soil and groundwater samples. Groundwater
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:15:D1.31 Other than the ash / slag content of the soils, no visual or olfactory evidence
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:15:D1.33 A total of 27 soil samples and 14 groundwater samples were recovered as part
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:15: Aromatic Hydrocarbons (PAHs) were detected in soils at the Project
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:15: identified. The risk to human health from soil contamination at the
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:16:D1.34 No soil gas / vapour samples were recovered and no soil gas risk assessment
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:21: is believed, but not confirmed, that the mounds have been capped with soil.
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:24: have been completed at the Project Site and limited soil / groundwater
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:24: in soils at the Project Site however, no exceedances of Environ’s Human
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:25: surface and has been capped with soils. The likely aim of the mounds was to
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28: direct / dermal contact with contaminated soils and / or groundwater;
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28: ingestion of contaminated soils and groundwater;
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28: direct contact with contaminated soil and / or groundwater.
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:29: Exposure via inhalation of soil Residual soil contamination
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:29: Residual Soil Made Ground Tel: 020 3206 5200
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30:D6.1.1 Soil Gas Risks (Wilton Mounds)
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30: and capped with soil, the risk of lateral below ground migration of gases is
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30:D1.77 The risk of soil gases resulting from these perimeter mounds and impacted on
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30: Contamination of Soil
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30:D1.78 Based on the CSM, limited soil contamination identified at the Project Site
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30: ERM would agree with Environ’s assessment that soil contamination at the
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:31:D1.82 Based on the CSM, contaminants present in the subsurface soils may come
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:33: Redcar and Management Plan) and SCP (Sediment Control Plan). to the re-use of soils and crushed concrete on site. The SCP relates to the potential for erosion of soils during the construction period
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:301: report concluded that risks from soil contamination at the site were low.
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:301: The soil and groundwater condition at the Project Site are considered to be
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:17: present in excavated soils;
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:17: excavation, soil deposition and landscaping, monitoring of the condition and
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:23: asked. This should include regular dust soiling checks of surfaces such as cars and window sills
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:30: Potential for risks to human health Where possible, and in the interests of sustainability, it is proposed to re-use the soils on site To be confirmed To be confirmed
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:30: associated with waste generation, during the construction of the power station. In the event that soils are removed from site it in detailed in detailed CEMP.
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:30: land contamination, airborne is proposed to seek opportunities to re-use the soils off site, with disposal to landfill being CEMP.
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:31: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: In the unlikely event that soil gas is identified as a risk requiring vapour / gas mitigation
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: would be applied. Additional investigation will be completed to assess the potential for soil
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: gas resulting from soil and groundwater contamination.
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: standard techniques such as covering soil heaps, misting exposed soils, vehicle and
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:34: The re-use of soil and crushed concrete shall be managed on site
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:39:Contaminated land will be identified and avoided during excavation. If encountered, works will stop and the situation e.g. EPC Contractor e.g. Soil e.g. e.g. on
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:39:Potentially hazardous waste soils will be handled and stored in accordance with Technical Guidance WM3. EPC Contractor
EN010082-000204-EN010082-6.3.14-ES Annex G3-Breeding Bird Survey-Final-November 2017.pdf:6:vegetation cover. There are some narrow strips of soil on the perimeters, which have a small
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:17: present in excavated soils;
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:17: excavation, soil deposition and landscaping, monitoring of the condition and
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:23: asked. This should include regular dust soiling checks of surfaces such as cars and window sills
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:30: contaminants being mobilised and contaminating other soils
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:32: Potential for risks to human health Where possible, and in the interests of sustainability, it is proposed to re-use the soils on site
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:32: associated with waste generation, during the construction of the power station. In the event that soils are removed from site it
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:32: land contamination, airborne is proposed to seek opportunities to re-use the soils off site, with disposal to landfill being
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:33: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: In the unlikely event that soil gas is identified as a risk requiring vapour / gas mitigation
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: would be applied. Additional investigation will be completed to assess the potential for soil
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: gas resulting from soil and groundwater contamination.
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: standard techniques such as covering soil heaps, misting exposed soils, vehicle and
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:36: The re-use of soil and crushed concrete shall be managed on site
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:41:Potentially hazardous waste soils will be handled and stored in accordance with Technical Guidance WM3. EPC Contracto
EN010082-000314-TEES - Regulation 24 Transboundary Screening (3).pdf:3: unforeseen contaminants in soils (associated with the
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:14: residues and emissions (water, air and soil particular any production process), for been demolished and this is
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:14: natural resources (including water, land, soil Energy demand and energy used
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:14: water, air, soil and subsoil pollution, noise,
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:15:flora, soil, water, air, climatic factors, material human health, biodiversity (for example fauna introduced above and beyond the specific description of existing
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:15:assets, including the architectural and and flora), land (for example land take), soil matters that are normally conditions.
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:16:• The existence of the Project; land, soil, water and biodiversity, considering covers all of the relevant aspects indirect effects in Chapter 16.
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:18: available and obtained through risk chapter covering this topic. could adversely affect the soil and
EN010082-000449-Saltburn Gill SSSI Citation.pdf:1:underlying soils. Towards the narrow northern end of the gill damp calcareous
EN010082-000449-Saltburn Gill SSSI Citation.pdf:1:areas. Further south, loamy soils on more gentle slopes within the gill complex
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:8:BGS Estimated Soil Chemistry pg 48 Yes Yes
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:8:BGS Urban Soil Chemistry
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:8:BGS Urban Soil Chemistry Averages
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:40: Soil Classification: Not classified A6NE 0 3 456527
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:57: BGS Estimated Soil Chemistry
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:57: Soil Sample Type: Rural Soil and Sediment (W) 520376
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:57: BGS Estimated Soil Chemistry
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:57: Soil Sample Type: Rural Soil and Sediment (SW) 520359
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:57: BGS Estimated Soil Chemistry
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:57: Soil Sample Type: Rural Soil and Sediment (SE) 519812
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:58: BGS Measured Urban Soil Chemistry
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:58: BGS Urban Soil Chemistry Averages
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:88:BGS Estimated Soil Chemistry
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:180:Estimated Soil Chemistry Arsenic - Slice A
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:181:Estimated Soil Chemistry Cadmium - Slice A
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:182:Estimated Soil Chemistry Chromium - Slice A
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:183:Estimated Soil Chemistry Lead - Slice A
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:184:Estimated Soil Chemistry Nickel - Slice A
EN010082-000186-EN010082-6.2.15-ES Chapter 15-Major Accidents-Final-November 2017.pdf:17: • the natural environment, including ecosystems, land and soil quality, air
EN010082-000186-EN010082-6.2.15-ES Chapter 15-Major Accidents-Final-November 2017.pdf:20: surface materials / soils and ground water and hence risks arising from
EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf:14: • secondary effects on flora due to changes in soil chemistry brought about
EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf:14: by deposition of pollutants to soil; and
EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf:15: relate to deposition of materials to soils) have been established. These values
EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf:30: the underlying geology and the soils. Alkaline soils have an innate capacity
EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf:30: for neutralising acidic deposition, whereas acidic soils do not. The other factor
EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf:37:7.105 Emissions of dust, PM 10 and PM 2.5 can lead to nuisance and soiling effects, and
EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf:37: the nutrient balance in and changing soil acidity.
EN010082-000180-EN010082-6.2.9-ES Chapter 9-Ecology and Nature Conservation-Final-November 2017.pdf:12: conservation interests and soils; the wider benefits of ecosystem services;
EN010082-000180-EN010082-6.2.9-ES Chapter 9-Ecology and Nature Conservation-Final-November 2017.pdf:12: preventing development from contributing to unacceptable levels of soil, air,
EN010082-000180-EN010082-6.2.9-ES Chapter 9-Ecology and Nature Conservation-Final-November 2017.pdf:22: moors where the soil is less free-draining. Purple
EN010082-000180-EN010082-6.2.9-ES Chapter 9-Ecology and Nature Conservation-Final-November 2017.pdf:23: moors where the soil is free-draining and has only a
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:13: report concluded that soil contamination concentrations were low and
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:13:0.38 The soil and groundwater conditions at the Project Site are considered to be of
EN010082-000197-EN010082-6.3.7-ES Annex D4-Waste Management Plan-Final-November 2017.pdf:8: • re-use of materials wherever feasible, eg minimal soil will be recovered
EN010082-000197-EN010082-6.3.7-ES Annex D4-Waste Management Plan-Final-November 2017.pdf:12: Soil arisings Reuse on Site where appropriate.
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:17: present in excavated soils;
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:17: excavation, soil deposition and landscaping, monitoring of the condition and
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:23: asked. This should include regular dust soiling checks of surfaces such as cars and window sills
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:32: Potential for risks to human health Where possible, and in the interests of sustainability, it is proposed to re-use the soils on site To be confirmed To be confirmed
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:32: associated with waste generation, during the construction of the power station. In the event that soils are removed from site it in detailed in detailed CEMP.
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:32: land contamination, airborne is proposed to seek opportunities to re-use the soils off site, with disposal to landfill being CEMP.
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:33: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:33: In the unlikely event that soil gas is identified as a risk requiring vapour / gas mitigation
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:33: would be applied. Additional investigation will be completed to assess the potential for soil
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:33: gas resulting from soil and groundwater contamination.
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:34: standard techniques such as covering soil heaps, misting exposed soils, vehicle and
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:35: The re-use of soil and crushed concrete shall be managed on site
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:40:Contaminated land will be identified and avoided during excavation. If encountered, works will stop and the situation e.g. EPC Contractor e.g. Soil e.g. e.g. on
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:40:Potentially hazardous waste soils will be handled and stored in accordance with Technical Guidance WM3. EPC Contractor
EN010082-000189-EN010082-6.2.18-ES_Chapter 18-Conclusions-Final-November 2017.pdf:3: • Potential impacts on soils and groundwater are amenable to tried and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:15: information contractor to site impacted soil was reportedly
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:ENVIRON was commissioned by GDF Suez Ltd to undertake a Phase II Intrusive soil and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:conditions on-site in relation to contamination, and to compare the findings of the soil results
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:with previous soil and groundwater data to assess if the condition of the ground has
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:Proposed drilling and soil and groundwater sampling locations were discussed and verbally
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:on completion to assess soil conditions, and seven (7) were drilled to a maximum depth of
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:x In soil, low concentrations of metals, TPH, SVOCs (carbazole) and PAH were detected.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18: Comparison of soil analytical results from the 2015 investigation against ENVIRON
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18: human health from concentrations detected in soil on-site
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:x The soil 2015 results were compared with the soil investigation reported by Cremer and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18: detected in soil in 2015 did not exceed those detected in the 1990 investigation,
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18: indicating no observable deterioration in soil conditions as a result of the activities of
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:20:concentrations detected in soil on-site; no deterioration in soil conditions was identified as a
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:5 Soil Assessment 25
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:5.3 Soil Analytical Results 26
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:5.4 Comparison with Previous Soil Investigation Data 27
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:5.5 Discussion of Soil Condition 30
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:25:Table 5.1: Soil Concentrations 2015 Compared with Previous Soil Data (1990) 28
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:26:19783_01) prepared by ENVIRON in August 2014 which identified the potential for soil and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:26: x a secondary objective was to provide a comparison with previous soil and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: x the soil investigation comprised drilling of up to thirteen (13) boreholes by window
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: sampling methods to a maximum depth of 3.0m bgl to assess soil conditions on-site
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: x on-site screening of soil samples for volatile organic compounds (VOCs) using a
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: x on-site logging of ground conditions including soil structure, visual / olfactory
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: x a select number of soil samples (approximately twenty eight (28)) soil samples were
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: obtained, primarily from soil borings or if field evidence of contamination was
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:28:Section 5: summarises the laboratory chemical analysis results for soils and screens the
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:28: devised by ENVIRON. A comparison with previous soil data is also
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:releases to soil and groundwater may have occurred during the operational stage, including
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:Metal concentrations in shallow soils generally did not exceed ICRCL trigger concentrations
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:32:Concentrations of dioxins and furans in the soil were compared with published UK mean
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:35: x Direct contact and ingestion of potentially contaminated soils by construction workers
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: x Outdoor inhalation of soil particulates during redevelopment and for a future industrial use;
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: x Vertical migration of potential contaminants in soil impacting groundwater underlying the
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: x Inhalation of vapours from concentrations in the soil and / or groundwater; and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: contamination relating to contaminated soils, workers construction of the power station identified low to modest levels of
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: historic use of site as inhalation of soil and contamination, considered unlikely to pose a risk to human health
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: agricultural land, and from dust and ingestion of for an industrial use of the site. Potential for soil contamination
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: the operation and soil. associated with the operation and decommissioning of Teesside
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:39:of concrete), to undertake soil sampling for laboratory analysis to enable a comparison with
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:39: WS01 General site coverage: to determine the soil 3.0m 3.0m
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:40: WS03, WS04 To determine soil in the south-east of the site in the 3.0m 3.0m
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:40: WS05 General site coverage: to determine the soil 3.0m 3.0m
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:40: WS08 general site coverage: to determine the soil (refused on
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:40: WS09 General site coverage: to determine the soil 3.0m 3.0m
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:41:4.1.4 Soil Sampling
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:41:locations and nine (9) were from monitoring well locations. Up to two soil samples from each
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:41:sampling location were submitted for selected laboratory analysis. Selected soil samples
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:accordance with ENVIRON’s Quality Management procedures. Each soil sample tested was
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:provide a semi-quantitative indication of the concentration of VOCs present in soil pore
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:4.2.1 Soil Samples
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:Selected soil samples were tested on-site for the presence of volatile organic compounds
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:Quality Management procedures. Each soil sample tested was placed into a sealed plastic
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:of the concentration of VOCs present in soil pore spaces. The results of the PID screening
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:43:Table 3.4 shows the analytical schedule for soil and groundwater samples together with the
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:43: soil samples groundwater
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:43: (TOC) natural ability of the soil to 5 n/a
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:44: soil samples groundwater
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:45:identified in the soil during drilling.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:48:5 Soil Assessment
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:48:This section is structured to provide a summary of the soil results and a comparison with
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:48:5.2.1 Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:49:5.3 Soil Analytical Results
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:49:A comparison of the soil sample analysis from the Phase II Investigation with the relevant
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:49:A total of 27 soil samples obtained from 15 boreholes during the Phase II Intrusive
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:49:and five (5) soil samples were selected for polychlorinated biphenyl (PCB) analysis.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:49:Of the 27 soil samples analysed for a suite of metals, concentrations were detected above
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:49:A total of 27 soil samples were analysed for TPH, of which concentrations were detected
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:49:Of the 27 soil samples analysed for polycyclic aromatic hydrocarbons, concentrations were
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:50:Asbestos fibres were not detected in any of the 14 soil samples analysed. No evidence of
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:50:5.3.1 Discussion of Soil Analytical Results
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:50:action is considered necessary in relation to the concentrations detected in soil samples on-
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:50:5.4 Comparison with Previous Soil Investigation Data
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:50:For the purposes of permit and lease surrender, the section below compares previous soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:50:Warner report with the findings of this soil investigation (2015) to assess whether the
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:50:The 2015 soil investigation is not a direct replication of the 1990 Cremer and Warner
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:50:Previous concentrations from the 1990 soil investigation have been compared with
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:50:maximum soil concentrations detected in the 2015 investigation, presented in Table 6.2
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:51: Table 5.1: Soil Concentrations 2015 Compared with Previous Soil Data (1990)
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:52: Table 5.1: Soil Concentrations 2015 Compared with Previous Soil Data (1990)
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:53:5.5 Discussion of Soil Condition
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:53:The above table shows the concentrations detected in the soil in 2015 did not exceed those
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:53:detected in the 1990 investigation, indicating no evidence of deterioration in soil conditions
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:58:either the soil or groundwater monitoring and analysis, and considering the current site use
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:63: Four main soil types were encountered during the investigation:
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: hydrocarbons and semi-volatile organic compounds (carbazole) were detected in soil samples,
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: including shallow soil samples from locations not surfaced with hardstanding.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: No asbestos fibres were identified in soil samples.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Direct contact, ingestion and inhalation of dust from potentially contaminated soils by site
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Indoor and outdoor inhalation of soil particulates during redevelopment and for a future
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Vertical migration of potential contaminants in soil impacting groundwater underlying the
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Inhalation of vapours from concentrations in the soil and / or groundwater; and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: Localised metals, TPH and Direct contact with Site visitors and maintenance Low: Concentrations detected in soil samples did not exceed
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: PAH in the soil. contaminated soils, workers ENVIRON’s GACs for a commercial / industrial end use.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: inhalation of soil and dust
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: and ingestion of soil.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: Leaching to Groundwater Groundwater present within Low: Concentrations detected in soil were low. Groundwater
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: Surface water run-off. Surface water as controlled Low: Concentrations identified in soil were low. Surface water is
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: c.30m west of site). therefore the potential for surface water run-off to contact with soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68:ENVIRON was commissioned by GDF Suez Ltd to undertake a Phase II Intrusive soil and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68:conditions on-site in relation to contamination, and to compare the findings of the soil results
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68:with previous soil and groundwater data to assess if the condition of the ground has
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68:on completion to assess soil conditions, and seven (7) were drilled to a maximum depth of
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: investigation. No visual or olfactory evidence of significant soil contamination was
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: x Soil and groundwater samples were analysed by a UKAS and MCERTS accredited
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: x In soil, low concentrations of metals, TPH, SVOCs (carbazole) and PAH were
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: detected. Comparison of soil analytical results from the 2015 investigation against
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: human health from concentrations detected in soil on-site.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: x The soil 2015 results were compared with the soil investigation reported by Cremer
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: detected in soil in 2015 did not exceed those detected in the 1990 investigation,
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: indicating no observable deterioration in soil conditions as a result of the activities of
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:98: Annex C: Background to ENVIRON Soil GACs
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:GDF Suez Ltd Annex C: Background to ENVIRON’s Soil GACs Teesside Power Station
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:1.1 Soil Assessment
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:ENVIRON has derived generic criteria for interpretation of soil and groundwater chemical
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:The Soil Guideline Values (SGVs) for 11 compounds published in 2009 by the Environment
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:Agency, are based on a sandy loam soil with 6% soil organic matter (SOM). The 6% SOM
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:and sandy loam soil type is not considered by ENVIRON to be realistic of ‘typical’ UK soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:have been used apart from the SOM and soil type, which were amended to 1% and sand;
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:thereby ensuring a suitably conservative ENVIRON GAC appropriate for most soils and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:The ENVIRON GAC for soil assessment are based on the generic scenarios outlined in the
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:and include inhalation, ingestion, dermal contact of soil and dust as pathways for commercial
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:100:GDF Suez Ltd Annex C: Background to ENVIRON’s Soil GACs Teesside Power Station
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:101: Annex D: Soil Analytical Results
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:101: Annex D.1: Soil Results Compared with ENVIRON GACs
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:101: Annex D.2: Soil Analytical Laboratory Certificates
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:102: Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:103: Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:104: Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:105: Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:106: Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Clay Sandy Soil Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:107: Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Clay Sandy Soil Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:108: Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Clay Sandy Soil Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:109: Sandy Soil Clay Sandy Soil Clay Sandy Soil Clay Clay Sandy Soil Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:110: Clay Clay Clay Clay Clay Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:111: Clay Clay Clay Clay Clay Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:112: Clay Clay Clay Clay Clay Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:113: Clay Clay Clay Clay Clay Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:115:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:115: Type Sandy Soil Clay Sandy Soil Clay Clay Clay Sandy Soil Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:115:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:115: Soil Soil Soil Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:115:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:115: Type Sandy Soil Sandy Soil Clay Sandy Soil Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:116:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:116: Type Sandy Soil Clay Sandy Soil Clay Clay Clay Sandy Soil Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:117:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:117: Soil Soil Soil Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:117:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:117: Type Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:118:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:118: Soil Soil Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:119:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:119: Soil Soil Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:124:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:124: Soil Soil Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:125:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:125: Soil Soil Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:126:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:126: Type Clay Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:127:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:127: Type Clay Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:132:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:132: Type Sandy Soil Sandy Soil Clay Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:132:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:132: Type Sandy Soil Clay Clay Clay Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:133:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:133: Type Sandy Soil Sandy Soil Clay Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:134:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:134: Type Sandy Soil Sandy Soil Clay Clay Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:135:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:135: Type Sandy Soil Clay Clay Clay Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:136:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:136: Type Sandy Soil Clay Clay Clay Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:137:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:137: Type Sandy Soil Sandy Soil Clay Sandy Soil Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:138:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:138: Type Sandy Soil Sandy Soil Clay Sandy Soil Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:139:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:139: Type Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:140:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:140: Type Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:140:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:140: Type Sandy Soil Sandy Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:141:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:141: Type Sandy Soil Sandy Soil Clay Sandy Soil Sandy Soil Clay
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:142:Soil Analysed as Soil
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:142: Type Sandy Soil
EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:27: as part of surrendering the Environmental Permit at that time. The report concluded that soil
EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:27: The soil and groundwater conditions at the Site are considered to be of low vulnerability given the
EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf:14: • secondary effects on flora due to changes in soil chemistry brought about
EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf:14: by deposition of pollutants to soil; and
EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf:15: relate to deposition of materials to soils) have been established. These values
EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf:30: the underlying geology and the soils. Alkaline soils have an innate capacity
EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf:30: for neutralising acidic deposition, whereas acidic soils do not. The other factor
EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf:37:7.105 Emissions of dust, PM 10 and PM 2.5 can lead to nuisance and soiling effects, and
EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf:37: the nutrient balance in and changing soil acidity.
EN010082-000436-North York Moors SAC citation.pdf:1:the soil is free-draining and has only a thin peat layer. The principal type present is heather –
EN010082-000436-North York Moors SAC citation.pdf:1:and northern moors where the soil is less free-draining. Purple moor-grass Molinia caerulea
EN010082-000314-TEES - Regulation 24 Transboundary Screening (2).pdf:3: unforeseen contaminants in soils (associated with the
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:34: biodiversity; landscape and visual; water quality and resources; and soils and
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:43: development, including, in particular, population, fauna, flora, soil, water, air,
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:45: and related effects on air, water and soil and ecosystems in general. In the
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:55: surface waters from the creation of soil piles formed during excavation,
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:60: effect on the physical and chemical nature of the superficial soils.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:65: site between 2013 and 2014. The impacted soil was reportedly removed and
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:66: detected in the soils. The risk assessment identified a low risk to human
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:66: health from concentrations detected in soil on-site.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:67: footprint will produce a final soil and groundwater condition that does not
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:67: disposal of soils during development, there is considered to be no significant
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:74: moors where the soil is less free-draining. Purple
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:74: moors where the soil is free-draining and has only a
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:17: present in excavated soils;
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:17: excavation, soil deposition and landscaping, monitoring of the condition and
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:23: asked. This should include regular dust soiling checks of surfaces such as cars and window sills
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:30: Potential for risks to human health Where possible, and in the interests of sustainability, it is proposed to re-use the soils on site To be confirmed To be confirmed
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:30: associated with waste generation, during the construction of the power station. In the event that soils are removed from site it in detailed in detailed CEMP.
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:31: contamination and groundwater is proposed to seek opportunities to re-use the soils off site, with disposal to landfill being
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:31: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: In the unlikely event that soil gas is identified as a risk requiring vapour / gas mitigation
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: would be applied. Additional investigation will be completed to assess the potential for soil
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: gas resulting from soil and groundwater contamination.
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:33: standard techniques such as covering soil heaps, misting exposed soils, vehicle and
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:34: The re-use of soil and crushed concrete shall be managed on site
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:39:Contaminated land will be identified and avoided during excavation. If encountered, works will stop and the situation e.g. EPC Contractor e.g. Soil e.g. e.g. on
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:39:Potentially hazardous waste soils will be handled and stored in accordance with Technical Guidance WM3. EPC Contractor
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:19: emissions - water, air and soil pollution, noise, vibration, light,
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:29: off-site soil disposal. However, Section 6.3.5 of the Scoping Report
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:52: emissions (water, air and soil pollution, noise, vibration, light,
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:52: population, fauna, flora, soil, water, air, climatic factors, material
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:89: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:89: development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:104: impacts associated with re-use of soils and waste soils, for example, re-use of
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:104:environmental concentrations to the applicable standard or guideline value for the affected medium (such as Soil Guideline
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:109: appropriate media (e.g. air, water, and/or soil) and health-based guideline
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:22: resources of fertile, silt-rich soils while avoiding seasonal flooding. As a
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:24: soils of the alluvial plain.
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:17: present in excavated soils;
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:17: excavation, soil deposition and landscaping, monitoring of the condition and
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:23: asked. This should include regular dust soiling checks of surfaces such as cars and window sills
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:30: Potential for risks to human health Where possible, and in the interests of sustainability, it is proposed to re-use the soils on site To be confirmed To be confirmed
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:30: associated with waste generation, during the construction of the power station. In the event that soils are removed from site it in detailed in detailed CEMP.
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:31: contamination and groundwater is proposed to seek opportunities to re-use the soils off site, with disposal to landfill being
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:31: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: In the unlikely event that soil gas is identified as a risk requiring vapour / gas mitigation
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: would be applied. Additional investigation will be completed to assess the potential for soil
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: gas resulting from soil and groundwater contamination.
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:33: standard techniques such as covering soil heaps, misting exposed soils, vehicle and
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:34: The re-use of soil and crushed concrete shall be managed on site
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:39:Contaminated land will be identified and avoided during excavation. If encountered, works will stop and the situation e.g. EPC Contractor e.g. Soil e.g. e.g. on
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:39:Potentially hazardous waste soils will be handled and stored in accordance with Technical Guidance WM3. EPC Contractor
EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf:14: • secondary effects on flora due to changes in soil chemistry brought about
EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf:14: by deposition of pollutants to soil; and
EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf:15: relate to deposition of materials to soils) have been established. These values
EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf:30: the underlying geology and the soils. Alkaline soils have an innate capacity
EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf:30: for neutralising acidic deposition, whereas acidic soils do not. The other factor
EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf:37:7.105 Emissions of dust, PM10 and PM2.5 can lead to nuisance and soiling effects, and
EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf:37: balance in and changing soil acidity.
EN010082-000019-Scoping Report.pdf:32: biodiversity; landscape and visual; water quality and resources; and soils and
EN010082-000019-Scoping Report.pdf:41: development, including, in particular, population, fauna, flora, soil, water, air,
EN010082-000019-Scoping Report.pdf:43: and related effects on air, water and soil and ecosystems in general. In the
EN010082-000019-Scoping Report.pdf:53: surface waters from the creation of soil piles formed during excavation,
EN010082-000019-Scoping Report.pdf:58: effect on the physical and chemical nature of the superficial soils.
EN010082-000019-Scoping Report.pdf:63: site between 2013 and 2014. The impacted soil was reportedly removed and
EN010082-000019-Scoping Report.pdf:64: detected in the soils. The risk assessment identified a low risk to human
EN010082-000019-Scoping Report.pdf:64: health from concentrations detected in soil on-site.
EN010082-000019-Scoping Report.pdf:65: footprint will produce a final soil and groundwater condition that does not
EN010082-000019-Scoping Report.pdf:65: disposal of soils during development, there is considered to be no significant
EN010082-000019-Scoping Report.pdf:72: moors where the soil is less free-draining. Purple
EN010082-000019-Scoping Report.pdf:72: moors where the soil is free-draining and has only a
EN010082-000445-Pinkney And Gerrick Woods Citation.pdf:1:platanus) and beech (Fagus svlvatica) whilst damp soils support alder (Alnus glutinosa .
EN010082-000445-Pinkney And Gerrick Woods Citation.pdf:1:variations in soil conditions. On well-drained slopes creeping soft-grass (Holcus mollis) and
EN010082-000445-Pinkney And Gerrick Woods Citation.pdf:1:(Melica uniflora). More base-rich soils support dog's mercury (Mercurialis nerennis),
EN010082-000314-TEES - Regulation 24 Transboundary Screening.pdf:3: unforeseen contaminants in soils (associated with the
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:11: • Improved soil health
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:11: lack of micro nutrients in soil. These factors negatively affect the lives 50% Mineral fertilizers
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:12:and soils. In such situations a chloride-free source of potassium is West Asia
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:13: soils have become more prevalent globally. The drastic decline in because it contains four of the six macro nutrients that plants need. It
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:13: soil sulphur. The total global market for sulphur-bearing fertilizers is
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:13: soil such as magnesium deficiencies in Brazil, has proven effective.
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:13: Where a magnesium deficiency is present, root growth is also is now often the depletion of soil-supplied secondary nutrients: mainly
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:13: seriously reduced, which restricts the plant’s capacity to explore soil sulphur, magnesium and calcium.
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:15: supports customers’ need for specific crop and regional data in order progression of global soil care and plant health.
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:15: Institute of Soil Science,
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:15: • Soil pH effects across the world
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:15: • Soil electrical conductivity tests undertaken in partnership
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:16:acre crops. Furthermore, the implications of high chlorides on soil 2009 and 2013 in the Pearl River delta area of China, a 39% sulphur
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:17: Magnesium nutrition is often overlooked. Even where soil levels of Crops require micro-nutrients in small quantities to maintain crop
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:17: and tomatoes in Florida, USA (July 2014). toxicity associated with acidic anaerobic paddy soils.
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:17: post-trial soil levels of magnesium. In work undertaken in Texas 2014 Company undertakes comprehensive nutrient uptake testing in many
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:17: high soil magnesium supply. improved by 41–113% for zinc (Zn), manganese (Mn), iron (Fe), copper
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:17: Micro-nutrient deficiencies are present in many soils across China
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:17: POTATO FIELD STUDY – POST SOIL ANALYSIS CORN DISEASE RESISTANCE FIELD STUDY RESULTS
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:17: Maintaining nutrients in soil after harvest is important for crop rotations Corn sheath blight index
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:17: Soil nutrient
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:18: POLY4 healthy crops and the added value of enhanced soil nutrient residues
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:28:which was subsequently accepted outside the financial year in April range of crops in various soil conditions.
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:29: readily available for uptake. In addition, post-harvest soil analysis has
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:54: topographical features and the gently downward slopes (i.e. soil conditions). The findings
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:54: drained typically acidic soils (PCA, 2013). The potential for groundwater change to affect
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:56: where the soils may be damper primarily as a result of topographical influences. Therefore
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:103: the typical sub-shrub community of acidic to circumneutral, free-draining mineral soils throughout the
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:103: mean that the soils are moist for the majority of the year. This is evidenced in certain sections of this
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:104: acid and oligotrophic mineral soils or shallow peats that are at least seasonally waterlogged.
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:104: community lying above groundwater level; it is separated from the ground flora and the mineral soil,
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:104: mire is a community of moist although well-aerated, acid to neutral peats and peaty mineral soils. This
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:105:10.5.22 The M23 community occurs over a variety of moist, moderately acid to neutral, peaty and mineral soils
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:106: often quite moist soils which are base poor to circumneutral. Of the favoured habitat characteristics, a
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:106: reasonable soil depth along with free movement of water and air through the profile are particularly
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:106: important (Rodwell, 1992). It is a species which is intolerant of waterlogged soils.
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:106: fruticosus scrub community. It is typically associated with moderately to strongly acid brown soils which
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:106: necessarily highly oligotrophic, peaty soils in a variety of mire types. It is especially characteristic of
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:107: woodland, a community which is typical of wet mineral soils on the margins of standing or slow moving
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:109: Soil type
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:109:10.5.38 The typical soil types associated with the moorland sections of the North York Moors are characterised
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:109: by gleys and podzols. Whilst a soil survey was not completed as part of this survey, it is very likely that
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:109: naturally gently sloping topography suggests that the soils would be based upon podzols on higher and
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:109: soils may be damper, primarily as a result of topographical influences.
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:117: ground or lower lying damper ground, where the soils are considered to be damper primiarly as a result
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:5: soils;
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:5: Risk to human health via inhalation from potential contaminants in the shallow soils and from off-site
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:18: Soil Geochemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:18:3.1.6 The BGS Estimated Soil Geochemistry maps (see Appendix A) indicate that concentrations of arsenic
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:20: thickness of clay with hydraulic conductivity not exceeding 1×10-9m/s, with a layer of soils to a
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:26:4.1.1 For contamination within soil or water to pose a risk, a pollutant linkage must be established. A
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:26: Leaching of contaminated soils to groundwater and lateral migration.
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:27: • Human health (construction workers) - required to work in close proximity to the soils,
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:27: During the construction phase, soils will be disturbed and
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:30: level data; existing landfill gas data; and, existing soil and geological records
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:30:5.2.3 Further targeted investigation through the collection of soil and groundwater samples should also be
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:30: the soil and groundwater samples recovered. Ground gas monitoring should also be undertaken.
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:44: BGS Estimated Soil Chemistry pg 50 Yes Yes Yes
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:44: BGS Urban Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:44: BGS Urban Soil Chemistry Averages
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:85: Soil Classification: Not classified A14SW 0 1 454851
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:85: Soil Classification: Not classified A15SW 0 1 455436
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:85: Soil Classification: Not classified A8SW 0 1 456177
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:85: Soil Classification: Soils of High Leaching Potential (U) - Soil information for restored mineral A11NE 0 1 455738
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: Soil Sample Type: RuSoilExAs (SE) 523214
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: Soil Sample Type: RuSoilExAs 523568
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: Soil Sample Type: RuSoilExAs (SE) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: Soil Sample Type: RuSoilExAs (E) 524267
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:95: Soil Sample Type: RuSoilExAs (W) 524390
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: Soil Sample Type: RuSoilExAs (NW) 524515
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: Soil Sample Type: RuSoilExAs (SW) 524169
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: Soil Sample Type: RuSoilExAs (S) 524271
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: Soil Sample Type: RuSoilExAs (W) 524271
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: Soil Sample Type: RuSoilExAs (NW) 524896
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:96: Soil Sample Type: RuSoilExAs (SW) 524211
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: Soil Sample Type: RuSoilExAs (E) 524271
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: Soil Sample Type: RuSoilExAs (W) 524536
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: Soil Sample Type: RuSoilExAs (NW) 524764
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: Soil Sample Type: RuSoilExAs (SE) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: Soil Sample Type: RuSoilExAs (S) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:97: Soil Sample Type: RuSoilExAs (NW) 524785
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: Soil Sample Type: RuSoilExAs (S) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: Soil Sample Type: RuSoilExAs (S) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: Soil Sample Type: RuSoilExAs (SE) 523772
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: Soil Sample Type: RuSoilExAs (SE) 523724
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: Soil Sample Type: RuSoilExAs (S) 523000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:98: Soil Sample Type: RuSoilExAs (S) 523577
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:99: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:99: Soil Sample Type: RuSoilExAs (S) 523505
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:99: BGS Measured Urban Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:99: BGS Urban Soil Chemistry Averages
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:105:BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:113:Estimated Soil Chemistry Arsenic - Slice A
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:114:Estimated Soil Chemistry Cadmium - Slice A
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:115:Estimated Soil Chemistry Chromium - Slice A
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:116:Estimated Soil Chemistry Lead - Slice A
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:117:Estimated Soil Chemistry Nickel - Slice A
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:128: BGS Estimated Soil Chemistry pg 43 Yes Yes Yes
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:128: BGS Urban Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:128: BGS Urban Soil Chemistry Averages
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:157: Soil Classification: Not classified (N) 0 1 458176
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:157: Soil Classification: Not classified B10SW 0 1 457384
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:158: Soil Classification: Soils of High Leaching Potential (U) - Soil information for restored mineral B9NE 0 1 457193
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:168: Stone, Clay, Soils
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: Soil Sample Type: RuSoilExAs (SW) 523511
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: Soil Sample Type: RuSoilExAs (W) 523684
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: Soil Sample Type: RuSoilExAs (W) 523786
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: Soil Sample Type: RuSoilExAs (W) 523780
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: Soil Sample Type: RuSoilExAs (W) 523849
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:172: Soil Sample Type: RuSoilExAs (NW) 523972
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: Soil Sample Type: RuSoilExAs (NW) 523927
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: Soil Sample Type: RuSoilExAs (NE) 523786
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: Soil Sample Type: RuSoilExAs (NW) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: Soil Sample Type: RuSoilExAs (NW) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: Soil Sample Type: RuSoilExAs (N) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:173: Soil Sample Type: RuSoilExAs (N) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: Soil Sample Type: RuSoilExAs (S) 523000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: Soil Sample Type: RuSoilExAs (E) 523743
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: Soil Sample Type: RuSoilExAs (SW) 523000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: Soil Sample Type: RuSoilExAs (E) 523786
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: Soil Sample Type: RuSoilExAs (E) 523576
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:174: Soil Sample Type: RuSoilExAs (E) 524000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:175: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:175: Soil Sample Type: RuSoilExAs (SE) 523000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:175: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:175: Soil Sample Type: RuSoilExAs (SE) 523000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:175: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:175: Soil Sample Type: RuSoilExAs (SE) 522994
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:175: BGS Measured Urban Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:175: BGS Urban Soil Chemistry Averages
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:181:BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:189:Estimated Soil Chemistry Arsenic - Slice B
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:190:Estimated Soil Chemistry Cadmium - Slice B
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:191:Estimated Soil Chemistry Chromium - Slice B
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:192:Estimated Soil Chemistry Lead - Slice B
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:193:Estimated Soil Chemistry Nickel - Slice B
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:204: BGS Estimated Soil Chemistry pg 8 Yes Yes Yes
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:204: BGS Urban Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:204: BGS Urban Soil Chemistry Averages
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Soil Classification: Not classified C2NW 0 1 454895
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Soil Classification: Not classified (SW) 0 1 455112
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Soil Classification: Not classified (E) 0 1 457259
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Soil Classification: Soils of High Leaching Potential (U) - Soil information for restored mineral C3NW 0 1 455335
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: Soil Sample Type: RuSoilExAs (SE) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: Soil Sample Type: RuSoilExAs (W) 525344
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: Soil Sample Type: RuSoilExAs (E) 525344
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: Soil Sample Type: RuSoilExAs (SE) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:213: Soil Sample Type: RuSoilExAs (SW) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: Soil Sample Type: RuSoilExAs (S) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: Soil Sample Type: RuSoilExAs (S) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: Soil Sample Type: RuSoilExAs (SE) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: Soil Sample Type: RuSoilExAs (SE) 525004
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: Soil Sample Type: RuSoilExAs (S) 525035
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:214: Soil Sample Type: RuSoilExAs 524959
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: Soil Sample Type: RuSoilExAs (E) 525162
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: Soil Sample Type: RuSoilExAs (E) 525172
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: Soil Sample Type: RuSoilExAs (E) 525241
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: Soil Sample Type: RuSoilExAs (E) 525264
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: Soil Sample Type: RuSoilExAs (E) 525344
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: Soil Sample Type: RuSoilExAs (E) 525344
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: BGS Measured Urban Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:215: BGS Urban Soil Chemistry Averages
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:221:BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:229:Estimated Soil Chemistry Arsenic - Slice C
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:230:Estimated Soil Chemistry Cadmium - Slice C
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:231:Estimated Soil Chemistry Chromium - Slice C
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:232:Estimated Soil Chemistry Lead - Slice C
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:233:Estimated Soil Chemistry Nickel - Slice C
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:244: BGS Estimated Soil Chemistry pg 3 Yes Yes Yes
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:244: BGS Urban Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:244: BGS Urban Soil Chemistry Averages
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:246: Soil Classification: Not classified D6NW 0 1 457483
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:246: Soil Classification: Not classified D1SE 0 1 457259
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:246: Soil Classification: Soils of High Leaching Potential (U) - Soil information for restored mineral D1SW 0 1 456902
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: Soil Sample Type: RuSoilExAs (S) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: Soil Sample Type: RuSoilExAs (SE) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: Soil Sample Type: RuSoilExAs (E) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: Soil Sample Type: RuSoilExAs (E) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: Soil Sample Type: RuSoilExAs (NW) 525064
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:248: Soil Sample Type: RuSoilExAs 525491
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: Soil Sample Type: RuSoilExAs 525601
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: Soil Sample Type: RuSoilExAs (E) 525064
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: Soil Sample Type: RuSoilExAs (E) 525000
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: Soil Sample Type: RuSoilExAs (NE) 525160
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: BGS Measured Urban Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:249: BGS Urban Soil Chemistry Averages
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:253:BGS Estimated Soil Chemistry
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:261:Estimated Soil Chemistry Arsenic - Slice D
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:262:Estimated Soil Chemistry Cadmium - Slice D
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:263:Estimated Soil Chemistry Chromium - Slice D
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:264:Estimated Soil Chemistry Lead - Slice D
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:265:Estimated Soil Chemistry Nickel - Slice D
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:7:define the potential risks and to update the CSM including further assessment of soil contamination.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:7:including the collection of soil and groundwater samples for laboratory analysis.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:9: To support an intrusive ground investigation incorporating the collection of soil and groundwater samples being
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:9: To schedule chemical testing on soil and groundwater samples
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:10: including further assessment of soil contamination to ensure suitable control measures were adopted for the
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:10: development, provision of a materials management plan were required to ensure soils are appropriately dealt with during
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:10: development, and an assessment of soils to ensure their suitability for re-use within the scheme.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:13: To investigate the superficial and bedrock geology and to obtain soil samples and rock cores of specific strata.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:13: To install standpipes at specific soil horizons for long term monitoring of groundwater levels and groundwater
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:13: To determine the chemical and geotechnical properties of the near surface soils and of the rock.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:13:3.2.1 Soil
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:22: A Materials Management Plan will also be required in accordance with the Waste Regulations to ensure soils are
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:33: Export Facility, and to obtain soil samples and rock cores of specific strata.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:33: • To determine the chemical and geotechnical properties of the near surface soils and of
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:33: Following the completion of the fieldwork selected soil, water and rock samples were submitted
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:35: Samples of soil for chemical analysis were placed into suitable containers as specified by the
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:35: chemical testing laboratory. Samples of soil for geotechnical testing were recovered in
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:35: determine the relative density of the granular soils and an indication of the undrained shear
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:35: strength of cohesive soils. The results of these tests are shown as ‘N’ values on the exploratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:45:B Bulk disturbed sample generally representative of the soil type for cohesive and fine granular soils.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:146: Sample Type SOIL SOIL SOIL SOIL SOIL
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:147:685071 BHP6 2.00 SOIL PT 1L (1kg) Sample date not supplied
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:147:685072 BHP6 24.00-24.45 SOIL PT 1L (1kg) Sample date not supplied
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:147:685073 BHP4 2.00-2.45 SOIL PT 1L (1kg) Sample date not supplied
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:147:685074 BHP2 15.00-15.10 SOIL PT 1L (1kg) Sample date not supplied
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:147:685075 BHP3 1.20-1.65 SOIL PT 1L (1kg) Sample date not supplied
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:147:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:147:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:150:696445 BHP5B 1.50-1.95 SOIL PT 1L Sample date not supplied
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:150:696446 BHP5B 23.00-23.45 SOIL GJ 1L Sample date not supplied
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:150:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:150:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:153:696447 BHP4A 22.45-23.00 SOIL PT 1L Sample date not supplied
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:153:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:153:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:155:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:156:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:157:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:158:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:159:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:160:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:161:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:162:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:163:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:164:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:165:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:166:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:167:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:168:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:169:Professional Soils Laboratory
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:190:684974 BHP2 0.10 SOIL NAD none Colin Patrick
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:190:684975 BHP2 1.00 SOIL NAD none Colin Patrick
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:190:684977 BHP4 0.30 SOIL NAD none Colin Patrick
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:190:684978 BHP4 1.00 SOIL NAD none Colin Patrick
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:190:684979 BHP5 0.50 SOIL NAD none Colin Patrick
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:190:684980 BHP6 0.50 SOIL NAD none Colin Patrick
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:190:684981 BHP6 1.50 SOIL NAD none Colin Patrick
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:191:684974 BHP2 0.10 SOIL 28/07/14 PT (1kg), GJ 1L (1L), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:191:684975 BHP2 1.00 SOIL 28/07/14 PT (1kg), GJ 1L (1L), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:191:684976 BHP2 9.80 SOIL 28/07/14 GJ 1L (1L), PT 1L (1kg), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:191:684977 BHP4 0.30 SOIL 28/07/14 GJ 1L (1L), PT 1L (1kg), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:191:684978 BHP4 1.00 SOIL 28/07/14 GJ 1L (1L), PT 1L (1kg), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:191:684979 BHP5 0.50 SOIL 28/07/14 GJ 1L (1L), PT 1L (1kg), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:191:684980 BHP6 0.50 SOIL 28/07/14 GJ 1L (1L), PT 1L (1kg), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:191:684981 BHP6 1.50 SOIL 28/07/14 GJ 1L (1L), PT 1L (1kg), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:191:684982 BHP6 8.50 SOIL 28/07/14 GJ 1L (1L), PT 1L (1kg), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:192:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:192:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:200:685691 BHP3 0.30 SOIL NAD none Jeff Cruddas
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:201:685691 BHP3 0.30 SOIL 22/07/14 GJ 1L (1L), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:201:685692 BHP3 7.80 SOIL 22/07/14 GJ 1L (1L), GV (40ml)
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:201:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:201:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:209:687788 BHP5B 1.50 SOIL Amosite Chrysotile Board debris present Keith Wilson
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:210:687788 BHP5B 1.50 SOIL GJ 1L (1L), GV (40ml), PT 1L (1kg) Sample date not supplied
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:210:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:210:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:235:Material Type SOIL SO L SOIL SOIL SO L SOIL SOIL
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:243: In particular, groundwater, surface water and soil gas conditions should be anticipated to change with diurnal,
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:243: seasonal and meteorological variations. Soil and water chemistry may change due to the actions of
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:243: volumes of soil. They cannot provide data on every section of the ground beneath the site but the data are
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:37:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:39: subsoil and remove soil samples;
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:60: 7. None of the authorised development is to commence (excluding archaeological soil movement
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:90: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:97: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:108: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:119: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:132: Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:141:or silty (cohesive) soils but not on damp free draining granular material as this would allow the steam to
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:146: Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000439-ES Section 4 Approach to EIA.pdf:2: development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
TR030002-000439-ES Section 4 Approach to EIA.pdf:11: particular, population, fauna, flora, soil, water, air, climatic factors, material assets, including the
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:7: No negative effect on soil conductivity
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:7: Does not change soil pH
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:7:Notes: 1) Based on 90% polyhalite grade; 2) Approved for organic use by Organic Farmers & Growers Ltd and Soil Association; 3) POLY4 is the trademark name for polyhalite products from the
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:10: 98d; 4) Cabbage variety Bravo; Initial soil analysis pH 7.3, EC 93.3uS/cm, Ca 22334 mg/Kg, K 87mg/Kg, Mg 155mg/Kg, SO4 16mg/Kg, P 90 mg/Kg soil 10
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:12:Notes: 1) Linear regression; Soil conditions: K 8.05ppm, Ca 329ppm, Mg 19 ppm, SO4 38.5ppm, pH 7.14.
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:28: Land uses and soils Minor adverse on soil degradation and loss Minor adverse due to land being taken out of existing use for Mainly negligible; minor adverse effects on
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:28: of soil resources; negligible effects on other farming; negligible effects on other receptors restrictions
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:29: Land uses and soils Moderate adverse due to land being taken Minor adverse effects due to land being taken out of existing Mainly negligible or minor adverse effects
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:29: out of existing use; minor adverse on soil use; otherwise negligible effects
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:29: degradation, on loss of soil resources and on
TR030002-000460-Section 3 App 3.1 Waste management.pdf:15:Ms M S M Birt, Cleveland Golf Club, Majuba 3.9 Km Deposit of soil for recovery
TR030002-000460-Section 3 App 3.1 Waste management.pdf:16: Port Clarence Landfill Site, Off 4.1 Km Hazardous & Non-hazardous Soil
TR030002-000460-Section 3 App 3.1 Waste management.pdf:35:5.3.1 Excavation wastes are anticipated to comprise non-hazardous soil and stones, and inert material. The
TR030002-000460-Section 3 App 3.1 Waste management.pdf:37:5.4.5 Contaminated excavated material should be sent to a soil treatment facility, where it has the potential to
TR030002-000460-Section 3 App 3.1 Waste management.pdf:37:5.4.7 Sending contaminated excavated material to a soil treatment facility with a view to recycling promotes
TR030002-000460-Section 3 App 3.1 Waste management.pdf:43: foundations foundations. • Excavated soil & stones
TR030002-000460-Section 3 App 3.1 Waste management.pdf:44: Earthworks • Filling voids from the conveyor platform • Excavated soil & stones
TR030002-000460-Section 3 App 3.1 Waste management.pdf:44: • It is anticipated that excavated materials would comprise inert soil and stones; and all of this material
TR030002-000460-Section 3 App 3.1 Waste management.pdf:45: • Contaminated absorbents or soil from spillages would be tested against the appropriate criteria in
TR030002-000460-Section 3 App 3.1 Waste management.pdf:45: Construction Contaminated excavation waste Sampling and analysis; soil treatment off-site
TR030002-000460-Section 3 App 3.1 Waste management.pdf:46: Sampling and analysis; soil treatment off-site
TR030002-000460-Section 3 App 3.1 Waste management.pdf:46: Contaminated absorbent / soil Stored securely, away from non-hazardous or
TR030002-000460-Section 3 App 3.1 Waste management.pdf:83:H1 Explosive Not appropriate for a soil
TR030002-000460-Section 3 App 3.1 Waste management.pdf:83:H2 Oxidising Not appropriate for a soil
TR030002-000460-Section 3 App 3.1 Waste management.pdf:83:H3a Highly Flammable Not appropriate for a soil
TR030002-000460-Section 3 App 3.1 Waste management.pdf:83:H3b Flammable Not appropriate for a soil
TR030002-000460-Section 3 App 3.1 Waste management.pdf:83:H9 Infectious Not appropriate for a soil
TR030002-000460-Section 3 App 3.1 Waste management.pdf:83:H12 air or an acid Not appropriate for a soil
TR030002-000460-Section 3 App 3.1 Waste management.pdf:83:Results are based on the solid soil analyses, which have been taken from the reports referenced in row 4 above.
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:14:Where disturbance, rabbit grazing or thin soils restrict the growth then calcicolous
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:39:This restored landfill site was completed in 2009. The cap was top soiled and seeded
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:47:The west of this area has had soil or sub soil spread and at the time of survey was
TR030002-000801-Document 6.8B - Governance Tracker.pdf:7:7 The potential for cross contamination as a result of soil movements would be mitigated following the Construction Environmental Management Plan
TR030002-000801-Document 6.8B - Governance Tracker.pdf:15: authority when asked. This should include regular dust soiling checks of surfaces such as
TR030002-000801-Document 6.8B - Governance Tracker.pdf:22:70 Subject to detailed geotechnical information and assessment, a strategy of soil stiffening above the Construction Environmental Management Plan
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:7: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:16: and remove soil samples;
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:33:earthworks or site levelling but excluding archaeological soil movement and ecological mitigation
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:34: 7. None of the authorised development is to commence (excluding archaeological soil movement
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:61: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:68: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:90: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:101: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000800-Document 4.2B - Explanatory Memorandum (Clean).pdf:18: investigations are necessary to further understand the soil structure
TR030002-000470-Section 6 App 6.4 CEMP.pdf:24: inspection results, and make the log available to the local authority when asked. This should include regular dust soiling checks of
TR030002-000470-Section 6 App 6.4 CEMP.pdf:30:64 Subject to detailed geotechnical information and assessment, a strategy of soil stiffening above the Breagh Onshore Gas Pipeline could be
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:37: building materials (to withstand changing wind speeds, soils etc).
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:75: supplemented by river systems, soils, vegetation cover, settlement pattern and land
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:79:and the pattern and distribution of existing woodland, in addition to landform and soil type.
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:79:of soil, situation or exposure, and will also be the most appropriate in visual terms. Planting
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:83: exposure, soil type, and those species found growing locally, in compliance with
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:85: exposure, soil type and those species found growing locally, in compliance with
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:87: exposure, soil type and those species found growing locally, in compliance with Landscape Character SPD March 2010
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:89: exposure, soil type and those species found growing locally, in compliance with
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:96: under similar conditions of soil and micro climate to the site of the new planting. Limes
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:96: for example are better suited to limestone soils. Selection will also relate to the purpose
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:28: SOIL TO MAINTAIN GOOD CROP
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:31: Our DSS also confirmed that it is possible for arid, saline and heavily cultivated soils
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:31: The underground pipeline will transport across the world to correct soil magnesium
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:33: value on potash to replace potassium in soil. regional and national economies.”
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:93: no measurable effects on soil pH and is Green energy crops also require potash. highest grade resource of polyhalite to challenge of global food security as York domestic source of potash well into
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:165: As a farmer with reducing soil fertility we need new supplies of potash to the impact
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:198: site. Potash will become even more important as time goes by and the earner for the UK. excavated soil from the wildlife. outweighs the Less dependency on
TR030002-000696-PD Teesport Limited 1.pdf:8: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:22: proposed development, including those to water, air, soil, noise,
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:27: • Consideration of the risk to soils, groundwater and surface
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:27: groundwater, the SoS does not agree that the risk to soils,
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:29: • Hydrology, hydrogeology and soils
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:31:Hydrology, hydrogeology and soils (see Scoping Report
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:31: operation and the potential impact on soil and land resources due
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:38: proposed FRA within the ‘Hydrology, hydrogeology and soils’
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:38: hydrogeology and soils’ chapter of the ES as land drainage is
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:91: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:91: development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:112:environmental concentrations to the applicable standard or guideline value for the affected medium (such as Soil Guideline
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:113: impacts associated with re-use of soils and waste soils, for example, re-use of
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:118: appropriate media (e.g. air, water, and/or soil) and health-based guideline
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:124: residues and emissions (water, air and soil pollution,
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:124: particular, population, fauna, flora, soil, water, air, climatic
TR030002-000566-Doc 7.1 Planning Statement.pdf:120:interests and soils;
TR030002-000566-Doc 7.1 Planning Statement.pdf:120:unacceptable levels of soil, air, water or noise pollution or land
TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:5:utilities corridor south of the Bran Sands Landfill. A total of thirty-five soil samples were
TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:5: bands of higher permeability soils
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:16: and remove soil samples;
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:33:earthworks or site levelling but excluding archaeological soil movement and ecological mitigation
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:34: 7. None of the authorised development is to commence (excluding archaeological soil movement
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:59: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:66: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:78: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:86: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000710-York Potash Limited (Document 6.8A).pdf:8:7 The potential for cross contamination as a result of soil movements would be mitigated following the Construction Environmental Management Plan
TR030002-000710-York Potash Limited (Document 6.8A).pdf:16: authority when asked. This should include regular dust soiling checks of surfaces such as
TR030002-000710-York Potash Limited (Document 6.8A).pdf:23:69 Subject to detailed geotechnical information and assessment, a strategy of soil stiffening above the Construction Environmental Management Plan
TR030002-000725-York Potash Limited (Document 6.10).pdf:19:2 The potential for cross contamination as a result of soil movements would be mitigated following the principles of the CL:AIRE Code of Practice
TR030002-000725-York Potash Limited (Document 6.10).pdf:22: inspection results, and make the log available to the local authority when asked. This should include regular dust soiling checks of
TR030002-000725-York Potash Limited (Document 6.10).pdf:27:31 Subject to detailed geotechnical information and assessment, a strategy of soil stiffening above the Breagh Onshore Gas Pipeline could be
TR030002-000453-ES Section 18 Infrastructure.pdf:2: is provided within the proposed hydrology, hydrogeology and soils chapter of the ES
TR030002-000453-ES Section 18 Infrastructure.pdf:17:18.6.5 Subject to detailed geotechnical information and assessment, a strategy of soil stiffening above the
TR030002-000453-ES Section 18 Infrastructure.pdf:20:on existing Infrastructure soils above the Breagh Onshore Gas
TR030002-000769-York Potash Ltd (2).pdf:8: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000769-York Potash Ltd (2).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000769-York Potash Ltd (2).pdf:16: and remove soil samples;
TR030002-000769-York Potash Ltd (2).pdf:57: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000769-York Potash Ltd (2).pdf:64: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000769-York Potash Ltd (2).pdf:75: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000769-York Potash Ltd (2).pdf:82: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000689-York Potash Ltd (4).pdf:43: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000689-York Potash Ltd (4).pdf:49: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:19:Waste Regulations to ensure soils are assessed, re-used or disposed of
TR030002-000461-Section 3 App 3.2 Option study report.pdf:36:to stabilise the walls so they can resist the lateral pressure of the soil. The roof of the
TR030002-000461-Section 3 App 3.2 Option study report.pdf:36:medium/low permeability soils. It has been applied in mixed face conditions where rock
TR030002-000461-Section 3 App 3.2 Option study report.pdf:36:and soil conditions are encountered in the same tunnel drive.
TR030002-000461-Section 3 App 3.2 Option study report.pdf:36:extracted from the chamber by means of a screw conveyor, if soil conditions are
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:5:excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:13:as free as may be practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:15: subsoil and remove soil samples;
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:52: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:58: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:79: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:88: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000564-Doc 6.8 Governance Tracker.pdf:14: authority when asked. This should include regular dust soiling checks of surfaces such as
TR030002-000564-Doc 6.8 Governance Tracker.pdf:21:63 Subject to detailed geotechnical information and assessment, a strategy of soil stiffening above the CEMP – Requirement 6 and Draft
TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:29: any excavated soil from potentially contaminated sites has been shown by prior chemical analysis
TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:36: £2.60/tonne for 2015/2016), by virtue of being in Group 1 ‘Rocks and Soils’ (Note: (n) dredgings). This
TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:36: ‘Rocks and Soils’. Annex III of this guidance provides further examples where a more detailed
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:44: public health due to air, water and soil contamination as a consequence of this development have been adequately
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:14: as a small scatter of 20th century bottles, cups etc. that have been churned up out of the soil. As
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:23: however, still be prudent to monitor any ground intrusive works planned in this area (for example soil
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:28: the soil. None of these items are evidence for medieval or Post-medieval settlement, and possibly
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:7:1.2.2 An ecological receptor refers to any sensitive habitat that is affected by dust soiling. For locations with
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:10:1.5.2 The criteria for determining the sensitivity of receptors is detailed in Table A13.1.3 for dust soiling
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:10: Dust Soiling Effects Health Effects of PM10
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:11: Dust Soiling Effects Health Effects of PM10
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:11: area to dust soiling effects and human health impacts. Figure 13.1 details the distance bands, as
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:11: Table A13.1.4 Sensitivity of the Area to Dust Soiling Effects on People and Property.
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:12:Sensitivity of People to Dust Soiling
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:13:1.5.4 The sensitivity of the area to dust soiling and human health impacts for each activity is summarised in
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:13: Dust Soiling High High High Low
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:13: determined. The risks of dust soiling and human health before mitigation are summarised in Tables
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:13: Dust Soiling Medium Risk High Risk High Risk Low Risk
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:14: Dust Soiling Slight Adverse Slight Adverse Slight Adverse Negligible
TR030002-000410-ExA First Round Questions.pdf:20:Disposal of contaminated soils
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:4: • Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:8: the excavation is within 1500mm of the crown of the pipeline, the remaining soil is to be removed by
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:9: Potash Limited will undertake soil and groundwater tests to check for ground contamination from Potash
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:14:layers not exceeding 150mm. The remaining soil is to be removed by hand.
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:14:• Soil removed from below the pipe shall be by hand although an excavator can be used to uplift the soil
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:14:9. Storing of Soil
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:14:• All top soil shall be stored for re-use away from the side of the excavation.
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:14:• Sub soil shall be stored separate from the top soil.
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:14:• Soil should not be stored under power lines.
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:5:excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:13:as free as may be practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:15: subsoil and remove soil samples;
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:53: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:60: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:82: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:91: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:7: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:16: and remove soil samples;
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:60: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:67: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:88: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:97: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-001856-Examining Authority’s Recommendation Report.pdf:49: some of the receptors assessed in the ES from dust soiling but a
TR030002-001856-Examining Authority’s Recommendation Report.pdf:222: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-001856-Examining Authority’s Recommendation Report.pdf:229:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-001856-Examining Authority’s Recommendation Report.pdf:231: subsoil and remove soil samples;
TR030002-001856-Examining Authority’s Recommendation Report.pdf:271: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-001856-Examining Authority’s Recommendation Report.pdf:278: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
TR030002-001856-Examining Authority’s Recommendation Report.pdf:299: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-001856-Examining Authority’s Recommendation Report.pdf:309: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:8: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:15:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:17: and remove soil samples;
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:61: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:68: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:89: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:99: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:26: “plans” includes sect ions, designs, design dat a, software, drawings, specifications, soil reports,
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:8: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:15:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:17: and remove soil samples;
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:61: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:68: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:89: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:98: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000711-Applicants Response to First Questions.pdf:5: chemical properties of the soil, ground water
TR030002-000711-Applicants Response to First Questions.pdf:64:HWF 1.4 Applicant Disposal of contaminated soils
TR030002-000711-Applicants Response to First Questions.pdf:64: process of dealing with contaminated soil. added to Requirement 6 of the next draft DCO).
TR030002-000711-Applicants Response to First Questions.pdf:80: Show where this has been done and sensitive habitat that is affected by dust soiling.
TR030002-000562-Doc 6.2 Section 79(1) of Environmental Protection Act 1990 Statement.pdf:9: activities on identified nearby receptors for dust soiling and human
TR030002-000428-Doc 4.2 Explanatory Memorandum.pdf:23: the soil structure and extent of contaminated silts which
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:26: the soil and the response of the ground to the tunnel lining. The movement of
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:7: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:16: and remove soil samples;
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:62: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:69: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:88: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:96: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000672-Doc 6.1 Consultation Statement Appendices - 10 to 21.pdf:29:Polyhalite is a type of potash, an essential no measurable effects on soil pH and is play a major role in more efficient and
TR030002-000497-Section 15 App 15.4 Additional settings assessment report.pdf:15: 20th century bottles, cups etc. that had been churned up out of the soil. None of
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:6: 5.2 Hydrology, hydrogeology and soils 38
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:24: undertaking localised excavation of soils and hardstanding in order to accommodate a
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:46:5.2 Hydrology, hydrogeology and soils
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:49:Geology and soil
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:50: soils associated with proposed construction of the marine terminal is not predicted to be
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: contamination which may be present within soils or controlled waters, during
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: The chemical composition of the soils/groundwater is currently unknown; however, there
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: hydrology, hydrogeology and soils.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: works beyond the quayside, therefore the risk to soils, groundwater and surface water is
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:53: and soil, with particular focus on mitigation of pollution;
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:53: ground or soil leaching to controlled waters, including Dabholm Gut and
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:100: • Hydrology, hydrogeology and soils.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:105:and soil • Creation of pollution linkages which could lead to pollution of • Desk based assessment of ava
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:105: soils.
TR030002-000448-ES Section 13 Air quality.pdf:3: from, or being adversely affected by unacceptable levels of soil, air, water or noise pollution or land
TR030002-000448-ES Section 13 Air quality.pdf:3: “Anything that affects the quality of land, air, water or soils, which might lead to an adverse impact
TR030002-000448-ES Section 13 Air quality.pdf:22:13.3.62 The sensitivity of nearby receptors to dust soiling and human health impacts associated with fugitive
TR030002-000448-ES Section 13 Air quality.pdf:22: Table 13-10 Sensitivity of the area to dust soiling and human health impacts
TR030002-000448-ES Section 13 Air quality.pdf:22: Dust Soiling High High High Low
TR030002-000448-ES Section 13 Air quality.pdf:25: Dust Soiling Medium Risk High Risk High Risk Low Risk
TR030002-000448-ES Section 13 Air quality.pdf:25:13.3.63 The significance of effects arising from construction activities on nearby receptors for dust soiling and
TR030002-000448-ES Section 13 Air quality.pdf:25: Dust Soiling Slight Adverse Slight Adverse Slight Adverse Negligible
TR030002-000448-ES Section 13 Air quality.pdf:26: authority when asked. This should include regular dust soiling checks of surfaces such as street
TR030002-000448-ES Section 13 Air quality.pdf:39: Soiling and Human High Large N/A
TR030002-000448-ES Section 13 Air quality.pdf:39: soiling and human health significant
TR030002-000448-ES Section 13 Air quality.pdf:40:Dust Soiling and
TR030002-000448-ES Section 13 Air quality.pdf:40: of dust soiling and human
TR030002-000771-York Potash Ltd (3).pdf:8: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000771-York Potash Ltd (3).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000771-York Potash Ltd (3).pdf:16: and remove soil samples;
TR030002-000771-York Potash Ltd (3).pdf:33: 7. None of the authorised development is to commence (excluding archaeological soil movement
TR030002-000771-York Potash Ltd (3).pdf:57: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000771-York Potash Ltd (3).pdf:64: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000771-York Potash Ltd (3).pdf:75: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000771-York Potash Ltd (3).pdf:82: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:18: 4.7 Soils and land quality 14
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:20: Soils and land quality;
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:32:4.7 Soils and land quality
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:32: The soil and land quality assessment focussed on a desk-based review with the
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:32: University of Cranfield National Soil Resources Institute Soilscapes Viewer for
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:32: soil type (https://www.landis.org.uk/soilscapes); and
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:33: In the case of the ALC, soil and historical maps, the scale of information available online
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:41:5.1.6 Soils and land quality
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:41: The soil type is a slowly permeable, seasonally wet, slightly acidic but base-rich loamy
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:52:5.2.6 Soils and land quality
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:52: The soil type is a slowly permeable, seasonally wet, slightly acidic but base-rich loamy
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:63:5.3.6 Soils and land quality
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:63: The soil type is a slowly permeable, seasonally wet, slightly acidic but base-rich loamy
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:74:5.4.6 Soils and land quality
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:75: The soil type is a slowly permeable, seasonally wet, slightly acidic but base-rich loamy
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:86:5.5.6 Soils and land quality
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:86: The soil type is predominantly a slow permeable, seasonally wet acid loamy and clayey
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:86: type however there are areas of slow permeable, seasonally wet very acid upland soils
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:86: upland soils with a peaty surface along the western boundary of the area. The aquifer
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:53: Polyhalite, because in many situations soil supply of these nutrients is
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:54: on sandy/light textured soils that are inherently low in plant available
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:54: available for plant uptake following soil application. Polyhalite use had no
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:54: measurable effects on soil pH and contains very low levels of potentially
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:55: the soil by different crop species. Additionally, crops with a low tolerance to
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:55: the soil, and will therefore potentially benefit from Polyhalite fertiliser
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:55: addition in situations where the soil supply of these nutrients is limiting.
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:55: The global quantity of nutrients removed from the soil in crop products for
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:57:5.7 Polyhalite is accredited by the Soil Association and Organic Farmers and Growers limited for use in
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:57: characteristics. Polyhalite has no measurable effects on soil pH. FERA’s investigations concluded
TR030002-000763-Document 4.2A Draft Explanatory Memorandum (Clean).pdf:19: investigations are necessary to further understand the soil structure
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:4: • Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:8: the excavation is within 1500mm of the crown of the pipeline, the remaining soil is to be removed by
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:9: Potash Limited will undertake soil and groundwater tests to check for ground contamination from Potash
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:14:layers not exceeding 150mm. The remaining soil is to be removed by hand.
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:14:• Soil removed from below the pipe shall be by hand although an excavator can be used to uplift the soil
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:14:9. Storing of Soil
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:14:• All top soil shall be stored for re-use away from the side of the excavation.
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:14:• Sub soil shall be stored separate from the top soil.
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:14:• Soil should not be stored under power lines.
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:13:2.3.4 Soil samples recovered from the site exhibited a limited range of potential contaminants of concern at
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:23: strategy of soil stiffening above the pipeline could be implemented prior to dredging being undertaken.
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:1: industrial nature of the site. The focus of this section is on the baseline condition of soils and
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:1: between the soil and groundwater and sensitive receptors (as above).
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:4: The Secretary of State does not agree that the risk to soils, Due to the industrial nature of the site, the soils are not
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:4: construction and operation and potential impacts on soil and
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:6: context of the potential for contamination to be present in the soils and groundwater.
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:16: pollution from spillages at the surface, due to the absence of overlying clayey soils that could otherwise
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: Land quality – soils
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: present within the soil can have detrimental effects on sensitive receptors, and such effects can be
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: sources. Intrusive investigations have also been undertaken and included the collection of soil and
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: combined groundwater and gas monitoring instruments. Eighteen soil samples were collected for the
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:25:6.4.49 To determine the baseline condition of the soils and potential detrimental effects on human health as a
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:25: result of the ground conditions, the results of the soil analysis were compared with Generic Assessment
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:25: Criteria (GAC) for a commercial end use, assuming a soil organic matter content of 1%. The GAC were
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:25: Table 6-11 Summary of soil exceedances
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:26:6.4.51 Leachability testing was undertaken on seven soil samples to provide an indication of the potential
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:28:6.4.53 Eight soil samples were scheduled for laboratory analysis of a range of potential contaminants of
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:28:6.4.54 To determine the baseline condition of the soils and potential detrimental effects on human health as a
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:28: result of the ground conditions, the results of the soil analysis were compared with GAC for a
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:28: commercial end use, assuming a soil organic matter content of 1%. The GAC were derived by Royal
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: x To investigate the superficial and bedrock geology and to obtain soil samples and rock cores of
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: x To determine the chemical and geotechnical properties of the near surface soils and of the
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: Nine soil samples were scheduled for laboratory analysis of a range of potential contaminants of
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31:6.4.57 To determine the baseline condition of the soils and potential detrimental effects on human health as a
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: result of the ground conditions, the results of the soil analysis have been compared with GAC for a
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: commercial end use, assuming a soil organic matter content of 2.5%. The GAC were derived by Royal
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31:6.4.58 Leachability testing was undertaken on nine soil samples to provide an indication of the potential
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: BGS Soil Geochemistry Maps
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31:6.4.59 The BGS Estimated Soil Geochemistry maps for the site and environs indicate concentrations of
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: arsenic within soils ranging from <15mg/kg to 25mg/kg, cadmium at concentrations <1.8mg/kg,
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:32: holes were greater than the BGS Soil Geochemistry maps indicate.
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: Soils
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: natural surface soil resource and significant deposits of Made Ground are present. Laboratory testing
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: of soil samples and subsequent data assessment has indicated that the soils contain potential
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40:6.5.8 Due to the industrial nature of the site, and the absence of natural surface soils, soils are not an
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: set out above, an agricultural soils impact assessment on the soil has not been undertaken.
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40:6.5.9 Construction activities within the development footprint would involve the excavation of soils and is
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: likely to involve the movement of soil around the site for stockpiling, potential re-use or disposal. These
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: activities could result in the relocation and disturbance of potentially contaminated soils. The potential
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: for cross contamination as a result of soil movements would be mitigated following the principles of the
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: soils would be chemically tested and screened against Regulatory approved assessment criteria to
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: demonstrate the soils are suitable for use prior to re-placement on-site.
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:41: that soils could wash away during extreme weather events directly into the adjacent surface water
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: contaminated shallow soils (Made Ground) and groundwater (perched or otherwise), which may impact
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: NC/99/73 (May 2001). During the boring operation soil is removed from the hole minimising the
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: of concern and impact human health via dermal contact, ingestion or inhalation of soil, dust and any
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43:6.5.30 The soil quality has been shown to exhibit a range of potential contaminants of concern at
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:45:6.6.4 The potential impacts arising from operational activities could include the contamination of soil and
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:47: water bodies and groundwater primarily as a result of disturbance of soils, and the subsequent increase
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:47: and off-site receptors) primarily as a result of excavations in soils that have been shown to exhibit
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:47: In-situ soil quality
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:47: and the magnitude of the effect associated with soil quality is considered to be very low. The potential
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:48:6.7.3 Soil samples recovered from the site exhibited a limited range of potential contaminants of concern at
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:73: gently downward slopes (i.e. soil conditions). The findings of this work considered
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:73: typically acidic soils (PCA, 2013). The potential for groundwater change to affect
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:75: lying damper ground where the soils may be damper primarily as a result of
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:4: 5.2 Hydrology, hydrogeology and soils 38
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:22: undertaking localised excavation of soils and hardstanding in order to accommodate a
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:44:5.2 Hydrology, hydrogeology and soils
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:47:Geology and soil
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:48: soils associated with proposed construction of the marine terminal is not predicted to be
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: contamination which may be present within soils or controlled waters, during
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: The chemical composition of the soils/groundwater is currently unknown; however, there
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: hydrology, hydrogeology and soils.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: works beyond the quayside, therefore the risk to soils, groundwater and surface water is
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:51: and soil, with particular focus on mitigation of pollution;
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:51: ground or soil leaching to controlled waters, including Dabholm Gut and
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:98: • Hydrology, hydrogeology and soils.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:103:and soil • Creation of pollution linkages which could lead to pollution of • Desk based assessment of ava
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:103: soils.
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:57:7.48 Polyhalite is accredited by the Soil Association and Organic Farmers and
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:57: Polyhalite has no measurable effects on soil pH and investigations conclude
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:69: Chapter 16 - Land Use and Soils
TR030002-000826-York Potash Ltd (2).pdf:45:• Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000826-York Potash Ltd (2).pdf:51:or silty (cohesive) soils but not on damp free draining granular material as this would allow the steam to
TR030002-000826-York Potash Ltd (2).pdf:56:• Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000826-York Potash Ltd (2).pdf:63: Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000826-York Potash Ltd (2).pdf:68: Potash Limited will undertake soil and groundwater tests to check for ground contamination from Potash
TR030002-000826-York Potash Ltd (2).pdf:72: • Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000826-York Potash Ltd (2).pdf:77: Potash Limited will undertake soil and groundwater tests to check for ground contamination from Potash
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:7: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:16: and remove soil samples;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:60: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:67: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:89: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:99: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:20: proposed development, including those to water, air, soil, noise,
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:25: • Consideration of the risk to soils, groundwater and surface
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:25: groundwater, the SoS does not agree that the risk to soils,
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:27: • Hydrology, hydrogeology and soils
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:29:Hydrology, hydrogeology and soils (see Scoping Report
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:29: operation and the potential impact on soil and land resources due
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:36: proposed FRA within the ‘Hydrology, hydrogeology and soils’
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:36: hydrogeology and soils’ chapter of the ES as land drainage is
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:89: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:89: development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:110:environmental concentrations to the applicable standard or guideline value for the affected medium (such as Soil Guideline
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:111: impacts associated with re-use of soils and waste soils, for example, re-use of
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:116: appropriate media (e.g. air, water, and/or soil) and health-based guideline
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:122: residues and emissions (water, air and soil pollution,
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:122: particular, population, fauna, flora, soil, water, air, climatic
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:32: development, and the tunnel will necessitate a soil disposal strategy
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:67: soils
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:69:6.3 Polyhalite is accredited by the Soil Association and Organic Farmers and
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:70: characteristics. Polyhalite has no measurable effects on soil pH and
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:75: and visual impact; land use; ecology; geology, soils and hydrology; cultural
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:95: heritage features; risk of contamination to land; soil resources; geological
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:95: soil, air quality and agricultural land; it will not generate unacceptable levels
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:96: Land Uses and Soils Minor adverse on soil Minor adverse due to Mainly negligible;
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:96: of soil resources; of existing use for effects on restrictions
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:96: Land Uses and Soils Moderate adverse Minor adverse Mainly negligible or
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:96: on soil degradation, otherwise negligible
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:96: on loss of soil effects
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:101: 4 Use soil storage mounds to screen potential views into the site from
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:108: from the east and north east. Initially, newly soiled areas of mounds would
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:108: after formation, to stabilise bare soil and reduce adverse visual effects.
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:122: Chapter 16 - Land Use and Soils
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:131: water, soil, air quality and agricultural land.
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:133: archaeology and any pollution of the air, water or soil.”
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:145: interests and soils;
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:145: unacceptable levels of soil, air, water or noise pollution or land
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:148: versatile agricultural land and conserving soil resources), geodiversity,
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:149: soil resources;
TR030002-000275-P D Teesport Limited.pdf:8: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000670-Doc 6.1 Consultation Statement - Main Text.pdf:65: with air, water and soil contamination have been suitably addressed and
TR030002-000755-Document 4.2A Draft Explanatory Memorandum (Tracked).pdf:20: investigations are necessary to further understand the soil structure
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:19: non-hazardous landfill. The site operates a treatment facility and a soil washing facility at the landfill
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:19: soils and similar materials leaving a clean fraction that can be reused or used for engineering on the
TR030002-000483-Section 12 App 12.3 Construction Traffic Management Plan.pdf:168:5.4 Proposed range of soil parameters to be used in assessment of earth retaining elements
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:32: of the most profitable arable crops. Sugar beet production is common on the flat land and sandy soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:43:situations soil supply of these nutrients is insufficient to support optimal crop growth.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:43: sandy/light textured soils that are inherently low in plant available magnesium.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:44:soil application. Polyhalite use had no measurable effects on soil pH and contains
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:44:estimate the amounts of potash, sulphur and magnesium removed from the soil by
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:44:of potassium, sulphur and magnesium from the soil, and will therefore
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:44:potentially benefit from Polyhalite fertiliser addition in situations where the soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:44:the soil in crop products for the top 16 global production crops (i.e. maize, rice,
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:46: 3.1.2 Supply from the soil …………………………………………………………………………. 3
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:46: 3.2.2 Supply from the soil ……………………………………………………………………….. 10
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:46: 3.3.2 Supply from the soil ……………………………………………………………………….. 14
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:47:will increase the need for nutrient additions and nutrients removed from the soil in
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:47:crops. In order to be sustainable and to maintain soil fertility, these nutrients must
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:The application of potash fertiliser to wheat and sugar beet grown on soils with a soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:3.1.2 Supply from the soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:Soil plant available potassium supply is influenced by the soil parent material. Clay
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:and medium soils are usually well supplied with potassium, as a result of release
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:from clay minerals. In contrast, sandy/light textured soils are naturally low in
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:potassium, reflecting their low clay contents. On light sandy soils, it is possible for
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:potassium ions to leach through the soil profile, beyond the crop rooting zone.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:economic optimum crop yields and to maintain or build-up soil reserves. The
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:to potash applications at ADAS soil K Index 2- (121-180 mg/l by ammonium nitrate
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:However, at soil Indices of 0/1 (and 2 for vegetable crops) potash applications are
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:Data from 250,000 soil samples analysed by the Professional Agricultural Analysis
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:Group (PAAG, 2013) indicated that 42% of UK grassland soils and 32% of
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:arable/forage soils were Index 0/1 and hence require potash applications to achieve
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:optimal crop growth (Figure 4). A further 30% of arable soils and 27% of grassland
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:soils were at the target soil K Index of 2-, where potash applications are
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:recommended to maintain soil K status. Data from the PAAG and Representative
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:49:trends in soil K status.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:50:Figure 4. UK soil potassium indices of arable and grassland soils (PAAG, 2013).
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:56:3.2.2 Supply from the soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:56:The soil supply of plant available sulphur is controlled by the mineralisation
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:56:(breakdown) of soil organic matter (and from atmospheric deposition). Notably,
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:56:sulphate ions are mobile in soil and can be readily lost from soils via over-winter
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:56:leaching, which is most likely on sandy soils in areas with high rainfall. Sulphur
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:56:deficiency is most common on light/sandy soils, with symptoms commonly reported
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:56:silage grass on a wide range of soil types (Defra, 2010).
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:56:rain. Dry deposition is primarily via the deposition of sulphur dioxide to plant and soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:58:the increased removal of sulphur from soils. Research in the UK has shown that
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:58:(arable) soils do not store the anthropogenic sulphur that was deposited in the past,
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:58:and that leaching is resulting in further decreases in soil sulphur status (Mc Grath et
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:58:as well as economic returns). For example, in India 77% of soils in 11 states were
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:59:than 30% of soils in China were assessed to be sulphur deficient (Messick and Fan,
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:60:3.3.2 Supply from the soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:60:Magnesium is present in soils in relatively easily weatherable ferro-magnesian
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:60:secondary clay minerals, such as illite and montmorillonite. Soils may also contain
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:60:(CaCO3·MgCO3). The magnesium level in soil depends substantially on the parent
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:60:material. A shortage of magnesium is most likely to occur on sandy soils, with low
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:60:(as in very acid or alkaline soils) and magnesium is subject to leaching losses. On
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:60:heavier soils, weathering of soil minerals is usually sufficient to maintain satisfactory
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:60:The “Fertiliser Manual (RB209)” (Defra, 2010) recommends that on Mg Index 0 soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:60:maintain soil Mg Index 2.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:61:>175,000 samples, showed that 13% of arable soil samples had an Mg Index of 1 or
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:61:amounts, similar to those for magnesium and sulphur. The vast majority of soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:61:Calcium deficiency can occur under conditions of extreme soil acidity, in which case
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:62: sandy/light textured soils that are inherently low in plant available magnesium.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:63:of the soils used in each study are summarised in Table 7. These data show that
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:63:plant available K was high in the soils used in the experiments carried out at
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:64: of the soils used in Sirius Minerals experiments (all experiments pot based, except Texas 2012 and 2013)
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:65:conductivity − a measure of salt concentration (3 studies) when compared to soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:65:Polyhalite addition affected the soil electrical conductivity (EC), was in the Durham
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:65:of cases Polyhalite did not significantly affect soil pH; and where there was an
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:65:1983). Polyhalite is a neutral salt that has no appreciable effect on soil pH. In
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:65:oilseed rape, sugarcane and wheat. The high soil K levels in the Shandong peanut
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:66:small volumes of soil in the pot studies that are likely to have limited crop growth) that
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:66: Soil K level high.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:69:on soils with addition of either Chem (chemical equivalent of Polyhalite), PH
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:70: increased the level of soil electrical conductivity in some studies, but not to a
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:70: effects on soil pH.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:71:magnesium, and crops growing on soils with low levels of these nutrients. Also, the
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:79:their ‘salt’ tolerance to take account of this osmotic effect. The osmotic status of soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:79:can be assessed by measuring the electrical conductivity of the soil solution, with
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:79:soluble fertilisers will increase the salt content of the soil solution. However, some
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:79:fruit horticultural crops (HDC, 2013). For most crop species, soil potash additions
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:81:the soil. However, excreta returns from animals tend to be spatially variable which
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:81:recommendations for cereals grown on soils at K Index 0-1 are 130-145 kg/ha K2O
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:81:turnips are all greater than 250 kg/ha K2O on K Index 0/1 soils (Defra, 2010). At the
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:81:potatoes at 360 kg/ha K2O (Defra, 2010) at soil K Index 0. Similarly, most fruit crops
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:83: potassium, sulphur and magnesium from soils, and will therefore potentially
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:83: benefit from Polyhalite fertiliser additions in situations where the soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:83: replace crop offtakes from the soil. Nutrient uptakes to support crop growth
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:84:organic materials) should be used to supplement soil nutrient supplies to meet crop
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:84:sulphate), which can be lost from the soil by leaching. Under-supply of any nutrient
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:84:contrasting crop nutrient requirements and soil nutrient supply situations.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:85:Notes: a – Soil Nitrogen Supply Index 1; b − Soil P Index 2 and K Index 2-; c − Soil P Index 3
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:86:Notes: a – Soil Nitrogen Supply Index 1; b − Soil P Index 2, K Index 2 − and Mg Index 1; c -
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:86:a - Soil P Index 2: Soil K Index 2-
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:86:(e.g. fruit, vegetables, potatoes and sugar beet) grown on soils that are naturally low
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:86:in magnesium (e.g. light sandy soils).
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:89: situations the soil supply of these nutrients is likely to be insufficient for optimal
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:89: onions, especially on sandy/light textured soils.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:89: potash and it resulted in no measurable adverse effects on soil pH or the level of
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:89: soil salinity (electrical conductivity). In around 90% of experiments with a range
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:89: products, where the soil supply of any of the nutrients supplied by Polyhalite is
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:91:different levels of sulfur on the productivity of wheat in a saline sodic soil. Soil and
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:91:ANON (1998). The Vulnerability of Soils to Pollution by Heavy Metals. Final report.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:91:leaching in soil. Soil Science 151, 159-166.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:91:BLAIR, G.J., ANDERSON, G., CRESTANI, M. & LEWIS, D. (1997). Soil sulphur
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:93:quality. Plant and Soil 368, 101-128.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:93:HURKENS, J., LAVELLE, P. & BERMEN, S. (2011). Soil organic matter
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:94:McGRATH, S. P. & LOVELAND, P. J. (1992). The Soil Geochemical Atlas of England
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:95:PAAG (2013). Collation of data from routine soil analysis in the UK 2013.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:95:PANITKIN, V. A. (1967). Effect of Polyhalite on sandy loam soil. Agrokhimiya 1, 81-
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:95:RUSSELL, E.W. (1983). The pH of a soil. In: Soil Conditions and Crop Growth. Tenth
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:96:(2001). The impact of modern farming practices on soil fertility and quality in England
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:97:napus L.). Plant and Soil 150, 69-76.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:109: causing potassium reserves in UK soils to fall and this will have to be replenished to
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:110: within 3 years to several decades of the loss of fertiliser potash, depending upon soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:113: MOP can cause chloride accumulation in some soils which can cause leaf death and
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:113: (BSFP 2010). Potash fertilisation in the UK aims to maintain available soil K at levels
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:114: depletion in soils is considered.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:115: application (possibly due to high levels of available K already present in soils); however
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:116: developing countries currently have K deficits in soils which will need to be addressed in
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:117: Yield, quality A lack of potassium in soils can lead
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:117: crop production and quality. Plant Soil. For
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:117: levels in soils. Potash requirements For
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:117: and efficiency and benefits. 16th World Congress of Soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:117: soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:117: If soil available K is low, applying magnesium and soil fertility: long term
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:118: concentrations in test soils was carried maize with pulses and potash fertilizer Against
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:118: in test soils were already high.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:118: Journal of Soils and Crops. 6: 1, 36 - 39.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:118: potassium in calcareous soils.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:118: in limestone soil.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:118: quality of cauliflower. Soils and
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:119: communicating this to farmers and Plant Soil. 335, 155 - 180.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:120: in soils across much of Africa.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:120: dernopodzolic soil. Agrokhimiya. 11, 60
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:122: losses of available potash from soils and to deal with inefficient recycling.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:125: There is concern that this decline in the use of potash is lowering the K reserves in soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:125: (PAAG) which show that 36% of soil samples analysed in the UK fall below the
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:125: recommended soil threshold for optimum yields (PAAG 2011). Although these data
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:125: should be interpreted critically (no formal sampling procedure is used to gather the soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:125: samples which might not be representative of UK agricultural soils) they do at least give
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:125: an indication of K levels in UK soils.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:127: As potassium is an essential nutrient, any deficiency in the amount of available soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:127: available nitrogen in the soil at risk of leaching during the following winter. Most UK
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:127: arable crops and grass achieve full growth when exchangeable soil K is 150 mg/l or
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:127: somewhat more available soil K (Johnston 2007). Fertiliser potash is applied to ensure
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:127: an adequate level of available soil K taking into account the crop to be grown, the yield
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:127: expected and the soil K Index. The target soil K Index is 2- for UK arable crops and
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:127: grassland and 2+ for vegetables. If the soil is at this Index, sufficient potash is applied to
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:128: in the soil solution moves towards the root by diffusion through soil water and by ‘mass
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:128: transport’ (passive movement with the flow of water). Low soil moisture can therefore
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: Potassium is present in soils in four main forms: i) soil solution (immediately available K), ii)
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: does slowly replenish soil K when the structural K is released by weathering.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: available nutrients in the soil. For potash this is especially important as it moves slowly through
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: soil to become available to crops. Once a negative crop growth effect is noticed, fresh
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: Typically, crop yield, in K depleted soils increases rapidly with potash application and then
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: (Johnston & Krauss 1999). Maintaining soil K levels at this turning point produces high yields
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: Manual (Defra 2010a) recommends this value is reached at soil index 2- for arable crops and
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: In agricultural soils, available K decreases due to removal in harvested crop, conversion to less
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: available forms and, in some soils, leaching. The amount of potash removed at harvest varies
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: Potassium can be lost from the soil by leaching though amounts are small except on sandy
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: soils. Average leaching losses of around 1.2 kg K2O/ha per 100 mm drainage have been
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: reported for loams and clayey soils (Askegaard et al. 2004). In experiments in Denmark,
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: leaching losses of 0.6 kg K2O/ha and 8.4 kg K2O/ha per 100 mm drainage were found for soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: Some heavy clay soils (excluding carboniferous clay) contain K that can be slowly released
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: and made available to crops (Defra 2010a, Johnston 2007). On these soils, leaching of K does
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: these factors mean these clay soils do not become depleted in K as quickly as other soils,
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: although the amount of K provided by the soil may not meet the full requirements of the crop
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:132: decrease in soil available K with forage crops over a nine year study, but an increase with grain
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:132: crops when only the grain was harvested and the stubble incorporated in to the soil.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:132: (1994) demonstrated a 50% decline in soil K levels in limestone and chalk soils over an 8 and
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:132: Depletion of available soil K occurs at differing rates depending on the crop type, K content of
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:132: the crop yield, climate, and soil type (Defra 2010a). However, serious K depletion in most
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:132: agricultural soils does not occur rapidly and Defra suggest that soils should be sampled every 4
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:132: – 5 years to ensure optimum K concentration is maintained (Defra 2010a). Although soils may
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:132: maintain soils at the correct soil index and achieve optimum yields.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:137: reserves in UK soils to fall. If this is the case, usage will need to increase if the high yields the
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:147: Soil management
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:151: help in maintaining plant water relations where soil K is low (Table 4.2). Sodium
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:151: * only where exchangeable soil sodium is less than 25 mg
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:152: raise soil chloride concentration by only around 80 mg/l and would not cause chloride damage
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:152: crops. Eventually however decreasing soil available potassium would interfere with the other
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:152: applied to soil to increase the supply to crops. The most important of these are livestock
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:152: variation in soil available potassium, this amount would delay adverse effects of a loss of
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:152: leaves the soil/crop/livestock/human system). Amounts of potash applied to land in these
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:153: quantitative analysis would be needed to determine the net effect on potassium input to soils.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:153: nutrients but this would only delay the inevitable decrease in soil available potassium, and the
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:153: 4.3.1.2. Time taken for K depletion in soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:153: If fertiliser potash were no longer available in the UK, soil potassium reserves and crop yields
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:153: would be expected to decline at rates dependent on soil properties and on the effectiveness of
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:153: The current level of potassium in soils would affect the speed with which different areas
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:153: experienced the effects of no additional potash usage. As discussed previously, in UK soils an
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:154: 2011) of UK laboratories publishes an annual report showing the percentages of soil samples
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:154: analysed in the different soil K Indices. Values for the latest 2010/2011 report, based on 32000
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:154: samples from arable soils and 19000 samples from grassland soils are given in Table 4.3.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:154: Table 4.3. Percentage of 51,000 soil samples in each soil index sourced from the PAAG (2011)
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:154: Soil Index 0 1 2- 2+ 3 4 5 >5
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:154: Some 32% of samples from arable soils and 40% of those from grassland soils were in Index 0
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:154: grassland soils. The decline in soil K reserves and in crop yields will be much more variable in
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:154: the other 60-70% of soils due to the variability in soil types, climate, cropping and management
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:154: lighter soils) and several decades (on heavier soils); however a high degree of uncertainty is
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:155:in other external factors (climate, soil type, cropping and farm management). There have been a
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:155:on soils that would be expected to release potassium over long periods (so effects on soil reserves
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:155:on a lighter sandy loam soil.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:155:These long-term studies show a 65% decrease in soil exchangeable K in an 87 year period
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:155:differences developing as soil K levels diverged under different treatments (Table 4.4).
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:155:Table 4.4. Recorded yields in index 3 and index 0 soils at Woburn (Johnston et al. 2001)
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:155:effect of not applying fertiliser potash on many soils could be a reduction of cereal yields to around
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:155:2-3 t/ha. Yield might be greater on some clay soils but the national average yield probably would
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:156:crops (GwF, N@W) or an increase in complex rotations to allow soil nutrients to build up (LS). All
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:156:affect all crops at some point (depending upon their potassium requirements and soil conditions).
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:160: In general, plants grown in soils with sufficient plant available potassium are less vulnerable to
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:160: plant pests and diseases than those grown in potassium deficient soils (Romheld & Kirkby
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:160: on potassium deficient soils, under experimental conditions, accumulates insect deterrent
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:165:If no fertiliser potash is applied, the degree of deficiency in a particular crop will vary with soil and
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:165:agronomic conditions. In lighter soils, lack of fertiliser potash can have an immediate effect.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:165:However, some heavier soils, for example those derived from boulder clays, can release significant
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:165:not taken up by the crop would remain in the soil after harvest, largely in the nitrate form that is
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:165:If fertiliser potash were not available, there would be a reduction in annual input to UK soils of
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:165:Deficiencies would appear in some soils before others and in some crops before others. Potatoes
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:165:growing on light soils might suffer deficiency first and cereals on heavy clays much later. Where
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:166:the level of soil available K was high, deficiency would be delayed for several years until the soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:166:additional residual nitrogen in the soil after harvest and the risk and extent of nitrate leaching would
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:168:to as low as 2 – 3 t/ha eventually for cereals. Again, yields might be greater on some clay soils, but
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:169:The quantitative estimates of yield decline and length of time for potassium reserves in soils to fall
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:169:are uncertain. Many factors are involved in determining rate of soil potassium declines and the
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:171:reserves in UK soils to fall and this will have to be replenished to maintain high yields. The most
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:172: Managing Soil Quality: Challenges in Modern Agriculture. Eds P Schonning, S Elmholt
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:172: plants. J. Plant Nutr. Soil Sci. 168, 521 - 530.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:172:Cakmak, I. 2010. Potassium for better crop production and quality. Plant Soil. 335, 1 – 2.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:173: application of sodium chloride fertilizer in relation to soil type. The Journal of Agricultural
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:174: potassium status of soils. Australian Journal of Agricultural Research. 29: 6, 1247 – 1261.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:174:Graley, A.M. 1981. Assessing the availability of potassium in soils. Australian Journal of
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:174:James, D. W., Weaver, W. H., Roberts, S. & Hunter, A. H. 1975. Soil Science Society of America
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:174:Johnston, A. E. 2007. Potassium, magnesium and soil fertility: long term experimental evidence.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:174: inputs: endangering arable soil fertility? Proceedings No. 487, The International Fertiliser
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:175: future research needs and benefits. 16th World Congress of Soil Science, Motpellier,
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:175: crops and soils: the role of potassium chloride fertilizer in crop nutrition. The International
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:175:Kuchenbuch, R, Classen, N. and Jungk, A. 1986. Potassium availability in relation to soil moisture.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:175: Plant and Soil, 95, 221 – 231.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:175: systems in a fodder crop on cultivated dernopodzolic soil. Agrokhimiya. 11, 60 – 67.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:175: Soil Science. 87: 4, 459 – 468.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:176:PAAG. 2011. Collation of UK Data from Routine Soil Analysis. Professional Agricultural Analysis
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:176:PDA. 2007. Why Maintain Soil Potash Reserves? Potash Development Association. Leaflet.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:176:Richards, I. R., Wallace, P. A. and Paulson, G. A. 1996. Effects of applied nitrogen on soil nitrate-
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:176: Plant Soil. 335, 155 – 180.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:177: on yield and quality of vegetables. Soils and Fertilizers. 2, 23 – 25.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:177: and potash fertilizers on growth and yield of garlic. Journal of Soils and Crops. 6: 1, 36 -
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:177: potassium in calcareous soils. European Journal of Agronomy. 3: 1, 1 - 8.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:177: and improvement of quality of cauliflower. Soils and Fertilizers. 4, 17 - 19.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:178:Additional searches were then carried out to cover “How long will it take for the levels of potash in soils to fall?” and “Potash has no commercial
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:178:substitute”. Therefore additional searches were performed concentrating especially on K in soils and potash substitutes; these retrieved 204 and
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:179:Potassium in soils:
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:179:1 (soil or soils).mp. mp=abstract, title, original title, broad terms, heading words (689314)
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:179:6 (soil or soils).ti. (269221)
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:184: A lack of potassium in soils can lead to
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:184: production and quality. Plant Soil. 335, 1 - 2.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:184: 3 soils. Potash requirements of miscanthus and
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:184: level of available potassium in the soil Congress of Soil Science, Motpellier, France, 20 -
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:184: If soil available K is low, applying potash will and soil fertility: long term experimental
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:184: Journal of Soil Science. 87(4), 459-468
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:184: initial potassium concentrations in test soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:184: available potassium in test soils were already and potash fertilizers on growth and yield of
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:184: high. garlic. Journal of Soils and Crops. 6 (1), 36 - 39.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:185: over an 8 year period in limestone soil. potassium in calcareous soils. European Journal
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:185: Plant Soil . 335, 155 - 180.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:185: 23 relation to soil type. The Journal of Agricultural
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:185: soils of around 250,000 t K2O Peterborough.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:186: the incidence of disease. needs and prospects. Plant Soil . 335, 155 -
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:186: potassium deficit soils.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:187: fertilisation causes an increase in drought and Plant Soil . 335, 155 - 180.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:187: the production of ROS and increases drought stresses in plants. J. Plant Nutr. Soil Sci. 168,
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:188: uptake. Plant Soil . 335, 155 - 180.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:188: greater at the higher level of soil available
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:188: Sugar beet nitrogen uptake at soil K Index 0
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:188: 22 was 82% of that at soil K Index 2- where 150 kg
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:188: 23 potassium as a solute. For this crop, effects of relation to soil type. The Journal of Agricultural
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:188: by the crop would remain in the soil after (1996) Effects of applied nitrogen on soil nitrate-
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:199:Europe (a large ammonium sulphate exporter) and the Americas where the soil is highly sulphur
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:207:account soil type, crop type, and previous fertilizer applications. These varied needs are
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:207:regularly include magnesium and sulphur, often to target particular soil deficiencies.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:216:of another common macronutrient in calcium (17% by weight). The presence of calcium in soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:219:Europe (a large ammonium sulphate exporter) and Americas where the soil is highly sulphur
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:219:It is generally accepted that the world’s soils are becoming increasingly sulphur-deficient. The
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:220: more sulphur is removed from the soil as a result of the adoption of intensive cropping
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:220: less sulphur is added to the soil due to the increasing proportions of high-analysis,
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:220:Ammonium sulphate 21-0-0 24% Widely used Acidifies soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:220:Gypsum 0-0-0 22-24% Additional value as soil amendment Leaches, difficult to handle
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:220:Elemental sulphur 0-0-0 90%+ High analysis, no leaching Slow uptake, acidifying to the soil
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:226:incomes. The Sirius product is going to be attractive to farmers who want to add K to their soils
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:226:fertilizers available to them given their crop types and soils, adjusted of course for any yield
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:232:for the magnesium deficient soils on the east coast of the US. Also, it is possible that some
TR030002-000756-Document 8.3 Appendix 5 - Shipping Notes Part 3.pdf:16:g Settlement, sedimentation Damage to onshore structures due to ground Soil surveys, geotechnical analysis Dredging
TR030002-000756-Document 8.3 Appendix 5 - Shipping Notes Part 3.pdf:16: Soil erosion Design of installation/equipment staff, ER terminals)
TR030002-000756-Document 8.3 Appendix 5 - Shipping Notes Part 3.pdf:16:p Continuous Plant Discharges to Soil (Minor) Spills Damage to environment Environmental impact assessment Emission control equipment
TR030002-000756-Document 8.3 Appendix 5 - Shipping Notes Part 3.pdf:16: Soil pollution, ground water pollution Environmental legislation
TR030002-000756-Document 8.3 Appendix 5 - Shipping Notes Part 3.pdf:16: Soil pollution, ground water pollution
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:16: and remove soil samples;
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:33: 7. None of the authorised development is to commence (excluding archaeological soil movement
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:57: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:64: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:75: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:82: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000676-Doc 7.2 - Summary of Proposals Document.pdf:5:Polyhalite is a type of potash, an essential no measurable effects on soil pH and is play a major role in more efficient and
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:3: Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:9: Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:15: Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:21:• Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:29:• Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:39:• Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:45:or silty (cohesive) soils but not on damp free draining granular material as this would allow the steam to
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:49:• Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:55:• Prevention of Contamination of Soil and Groundwater – 1703
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:19:2 The potential for cross contamination as a result of soil movements would be mitigated following the principles of the CL:AIRE Code of Practice
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:23: inspection results, and make the log available to the local authority when asked. This should include regular dust soiling checks of
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:27:32 Subject to detailed geotechnical information and assessment, a strategy of soil stiffening above the Breagh Onshore Gas Pipeline could be
TR030002-000478-Section 10 App 10.1 Terrestrial ecology legislation.pdf:4:Plants Wildlife and Countryside It is illegal to plant or otherwise Any contaminated soil or plant material is classified as contro
TR030002-000434-ES Contents_index.pdf:14:Table 6-11 Summary of soil exceedances
TR030002-000434-ES Contents_index.pdf:23:Table 13-10 Sensitivity of the area to dust soiling and human health impacts
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:7: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:16: and remove soil samples;
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:59: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:66: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:83: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:90: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:116:6.4.18 Borehole and soil classification data suggests that the sinking of the Mine shafts would generate some
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:160: from construction sites beyond which impacts associated with dust soiling and on human health are not
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:164: devoid of a natural surface soil resource and significant deposits of Made Ground are present.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:164: Laboratory testing of soil samples and subsequent data assessment has indicated that the soils contain
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:164: potential contaminants of concern. Due to the industrial nature of the site, a land use and soils impact
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166: Direct contact with existing contamination in soils.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166: Direct contact with existing contamination in soils.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166: Impacts from soils, since these are likely only to affect soils within the sites and would not cause
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166: a measureable cumulative impact. Fugitive soil dust emissions (including those from soils
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:168: already stored in soils and groundwater, the accidental release of lubricants and fuel oils from
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:169: fish) supported in each water body. The release of contaminants from existing soils and groundwater,
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:208: construction sites beyond which impacts on dust soiling and human health are not anticipated to occur.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:210: soils. The remainder (ID nos. 121, 125 128, 129, 173) (Figure 17-1) are underlain by Tidal Flat
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:8:2.1.2 Geology and soil
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:18: Jarvis et al 1984, ‘Soils And Their Use In Northern England’ Soil Surveys of
TR030002-000458-ES Section 23 Impact interrelationships.pdf:5: soils / advancement of piles
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:11: ventilation shafts and soil disposal. The alternative port option at Teesside would
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:93: 6 Soils and land quality;
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:97: Soils and land quality
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:101: Soils and land quality
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:106: Soils and land quality
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:110: Soils and land quality
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:116: Soils and land quality
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:120: will necessitate a soil disposal strategy to manage the excavated material
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:123: flies measurements, and it is inevitable that when landowner, access, or soil
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:125: ventilation shafts will be required, and the less soil will need to be disposed.
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:125: sensitive constraint, plus the need for additional ventilation shafts and soil
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:148: constraints; soil conditions etc.) for the identified intermediate sites all of which
TR030002-000834-Document 4.2B - Explanatory Memorandum (Tracked).pdf:19: investigations are necessary to further understand the soil structure
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:2:Sinking Grout ref WP spreadsheet Soilids delivered in 28 tonne tankers total tonnage months 21 to 35 inclusive 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 26 27 26 27 26 27 26 27 27 27 27 27 27 27 0
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:9:Shaft Grout ref WP spreadsheet Soilids delivered in 28 tonne tankers total tonnage months 21 to 35 inclusive 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:11:Sinking Grout ref WP spreadsheet Soilids delivered in 28 tonne tankers total tonnage months 21 to 35 inclusive 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:6: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:13:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:15: subsoil and remove soil samples;
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:61: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:68: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:88: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:96: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:13:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:14: subsoil and remove soil samples;
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:28:earthworks or site levelling but excluding archaeological soil movement and ecological mitigation
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:28: 7.—(1) None of the authorised development is to commence (excluding archaeological soil
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:39: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:46: “plan” or “plans” include all designs, drawings, specifications, method statements, soil
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:55: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:61: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000698-Natural England 1.pdf:7: significantly affected by the development including air, water, soil,
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:7: excavating and handling potentially contaminated soil to minimise the risk of cross
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:14:practicable from gravel, soil or other solid substance, oil or matter in suspension.
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:16: and remove soil samples;
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:60: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:67: “plan” or “plans” include all designs, drawings, specifications, method statements, soil reports,
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:88: “plans” includes sections, designs, design data, software, drawings, specifications, soil reports,
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:97: (a) deposit in or allow to fall or be washed into the river any gravel, soil or other material; or
TR030002-000879-Document 8 12 - Applicants responses to other parties submissions for deadline 6.pdf:24:gas industry, as well as soil, water, air, waste and noise, we Erik Huber
I&BPB6776R001F01_NGCT scoping document.pdf:6: Soil quality and geology minutes from the meeting with MMO in April 2017, PDT is not seeking new permissions or changes to the development that is already authorised
I&BPB6776R001F01_NGCT scoping document.pdf:6: under the existing planning permission. Based on the above, no further work is considered necessary with regard to soil quality and geology.
I&BPB6776R001F01_NGCT scoping document.pdf:9: Use of natural resources (including land, soil, significant / unusual for a project of this nature (and no significant natural resource demands are anticipated). The assessment will therefore be
NGCT_Final_ES at KK with figs.pdf:3: 1.6.2 Coastal and terrestrial ecology, soil quality and geology,
NGCT_Final_ES at KK with figs.pdf:6:8 SOIL QUALITY AND GEOLOGY 230
NGCT_Final_ES at KK with figs.pdf:6: 8.1.7 Soil analysis results 236
NGCT_Final_ES at KK with figs.pdf:18:8.2 Soil sample chemical analyses 237
NGCT_Final_ES at KK with figs.pdf:24:SGV Soil Guideline Values
NGCT_Final_ES at KK with figs.pdf:27: Chemical Testing of Soil” requires that where results are
NGCT_Final_ES at KK with figs.pdf:34: • Soil quality and geology (Section 8);
NGCT_Final_ES at KK with figs.pdf:35: • Appendix 4 Soil quality data.
NGCT_Final_ES at KK with figs.pdf:57:1.6.2 Coastal and terrestrial ecology, soil quality and geology, recreation and access,
NGCT_Final_ES at KK with figs.pdf:129: • Soil Quality and Geology
NGCT_Final_ES at KK with figs.pdf:130: 5. In order to assess likely impact on Soil Quality and Geology a range of intrusive site
NGCT_Final_ES at KK with figs.pdf:130: boreholes and trial pits from which soil samples were tested. An assessment was
NGCT_Final_ES at KK with figs.pdf:130: health be in direct contact with soil
NGCT_Final_ES at KK with figs.pdf:131: reduce the potential for contaminants to leach from soils at the site. On this basis,
NGCT_Final_ES at KK with figs.pdf:259:8 SOIL QUALITY AND GEOLOGY
NGCT_Final_ES at KK with figs.pdf:261: periodic intervals. Soil samples were stored within the relevant sampling vessel
NGCT_Final_ES at KK with figs.pdf:261: 5. The soil samples were tested for the following determinands:
NGCT_Final_ES at KK with figs.pdf:264: 17. Chemical testing of soil, leachate and groundwater samples was undertaken as
NGCT_Final_ES at KK with figs.pdf:264: 18. For the assessment of risk to human health from contaminants in soil, the
NGCT_Final_ES at KK with figs.pdf:264: relevant analytical values have been compared to CLEA Soil Guideline Values
NGCT_Final_ES at KK with figs.pdf:264: (SGVs) where available. SGVs are generic soil guideline values that can be
NGCT_Final_ES at KK with figs.pdf:264: Petroleum Hydrocarbons in Soil (CCME, 2001b) for initial screening purposes.
NGCT_Final_ES at KK with figs.pdf:265:8.1.7 Soil analysis results
NGCT_Final_ES at KK with figs.pdf:266: Table 8.2 Soil sample chemical analyses
NGCT_Final_ES at KK with figs.pdf:266:* Tier 1 Level for surface coarse-grained soil with industrial land use C10-C16, Canada-wide Standards for Petroleum
NGCT_Final_ES at KK with figs.pdf:266:Hydrocarbons (PHC) in Soil, Canadian Council of Ministers for the Environment, 2001.
NGCT_Final_ES at KK with figs.pdf:266:** Tier 1 Level for surface coarse-grained soil with industrial land use C16-C34, Canada-wide Standards for Petroleum
NGCT_Final_ES at KK with figs.pdf:266:Hydrocarbons (PHC) in Soil, Canadian Council of Ministers for the Environment, 2001.
NGCT_Final_ES at KK with figs.pdf:266:comparisons of the measured mean value with the Soil Guideline Value could be misleading. The approach here is to identify
NGCT_Final_ES at KK with figs.pdf:266:the 95% confidence limits of the measured mean and to compare the upper 95th percentile (US95) with the Soil Guideline Value
NGCT_Final_ES at KK with figs.pdf:267: 5. During the analysis of soil samples, a number of tentative identifications of
NGCT_Final_ES at KK with figs.pdf:273: • Permeable soils – The ground conditions at the site, which include gravelly and
NGCT_Final_ES at KK with figs.pdf:275: areas of contaminants have been found in the soil and water at
NGCT_Final_ES at KK with figs.pdf:275: • Inhalation of airborne particles – There is a risk that contaminated soil particles
NGCT_Final_ES at KK with figs.pdf:276: − Construction workers – Site workers will be in close/direct contact with the soils
NGCT_Final_ES at KK with figs.pdf:277: the soils or groundwater during development.
NGCT_Final_ES at KK with figs.pdf:277: workers with the soils at the site, for a relatively short length of time. Analysis of
NGCT_Final_ES at KK with figs.pdf:277: the soils has shown isolated elevated concentrations of some metals and
NGCT_Final_ES at KK with figs.pdf:277: contaminated or aggressive material present within the soils or
NGCT_Final_ES at KK with figs.pdf:279: comprise of buildings and hardstanding, the potential for contaminated soil
NGCT_Final_ES at KK with figs.pdf:279: in shallow soil, water or vapours.
NGCT_Final_ES at KK with figs.pdf:280: contaminated or aggressive material present within the soils or groundwater
NGCT_Final_ES at KK with figs.pdf:280: or inhalation of contaminants in shallow soil, water or vapours.
NGCT_Final_ES at KK with figs.pdf:280: aggressive material present within the soils or groundwater during
NGCT_Final_ES at KK with figs.pdf:281: soils at the site (where present).
NGCT_Final_ES at KK with figs.pdf:281: the soils at the site. On this basis, and since the few areas of elevated
NGCT_Final_ES at KK with figs.pdf:436: nearby residential properties by causing soiling of surfaces. In addition a small
NGCT_Final_ES at KK with figs.pdf:495: contaminated soil. Ensure
NGCT_Final_ES at KK with figs.pdf:495: in soils.
NGCT_Final_ES at KK with figs.pdf:538:CCME (2001b) Canada-Wide Standards for Petroleum Hydrocarbons (PHC) in Soil.
NGCT_Final_ES at KK with figs.pdf:540:Jarvis et al (1984). ‘Soils and Their Use In Northern England’ Soil Surveys of England
NGCT_Final_ES at KK with figs.pdf:546: Soil quality data
20171212 MMO Letter with additional comments Teesport Scoping.pdf:2: conveyed and waste soils are to be correctly assessed and
IBPB8270R001F01_EIA REPORT(2).pdf:4:8 SOIL QUALITY AND GEOLOGY 95
IBPB8270R001F01_EIA REPORT(2).pdf:47: by the project and the regulated activity: population, human health, biodiversity, land, soil, water,
IBPB8270R001F01_EIA REPORT(2).pdf:55: • Land, soil, water, air and climate.
IBPB8270R001F01_EIA REPORT(2).pdf:102:8 SOIL QUALITY AND GEOLOGY
IBPB8270R001F01_EIA REPORT(2).pdf:102:The 2006 planning permission granted by RCBC contained a number of conditions specific to soil quality
IBPB8270R001F01_EIA REPORT(2).pdf:102:As noted in Table 8.1, the conditions imposed by RCBC with regard to soil quality and geology have been
IBPB8270R001F01_EIA REPORT(2).pdf:102:site investigation, and therefore there are controls in place to manage any risks associated with soil quality
IBPB8270R001F01_EIA REPORT(2).pdf:242:resources, in particular land, soil, water and biodiversity, considering as far as possible the sustainable
IBPB8270R001F01_EIA REPORT(2).pdf:277:investigation, and therefore there are controls in place to manage any risks associated with soil quality and
IBPB8270R001F01_EIA REPORT(2).pdf:328: conveyed and waste soils are to be correctly assessed and
IBPB8270R001F01_EIA REPORT(2).pdf:633: for existing or new soil contaminants to enter the groundwater.
IBPB8270R001F01_EIA REPORT(2).pdf:633: for existing or new soil contaminants to enter the groundwater.
IBPB8270R001F01_EIA REPORT(2).pdf:638:sandstone, slag cinder and mudstone. Chemical testing of the soil and groundwater was undertaken
IBPB8270R001F01_EIA REPORT(2).pdf:638:which can leach from the soil. The migration of contaminants via the shallow subsurface into the
IBPB8270R001F01_EIA REPORT(2).pdf:639:there are controls in place to manage any risks associated with soil quality and geology (and consequently
LON_LIB1-#22528705-v1-Teesside_Gazette_29_4_2020.PDF:2: TOP SOIL
LON_LIB1-#22528705-v1-Teesside_Gazette_29_4_2020.PDF:2: Finest Quality Screened Top Soil. CONTAINER TERMINAL
IBPB8270R001F01_EIA REPORT.pdf:4:8 SOIL QUALITY AND GEOLOGY 95
IBPB8270R001F01_EIA REPORT.pdf:47: by the project and the regulated activity: population, human health, biodiversity, land, soil, water,
IBPB8270R001F01_EIA REPORT.pdf:55: • Land, soil, water, air and climate.
IBPB8270R001F01_EIA REPORT.pdf:102:8 SOIL QUALITY AND GEOLOGY
IBPB8270R001F01_EIA REPORT.pdf:102:The 2006 planning permission granted by RCBC contained a number of conditions specific to soil quality
IBPB8270R001F01_EIA REPORT.pdf:102:As noted in Table 8.1, the conditions imposed by RCBC with regard to soil quality and geology have been
IBPB8270R001F01_EIA REPORT.pdf:102:site investigation, and therefore there are controls in place to manage any risks associated with soil quality
IBPB8270R001F01_EIA REPORT.pdf:242:resources, in particular land, soil, water and biodiversity, considering as far as possible the sustainable
IBPB8270R001F01_EIA REPORT.pdf:277:investigation, and therefore there are controls in place to manage any risks associated with soil quality and
IBPB8270R001F01_EIA REPORT.pdf:328: conveyed and waste soils are to be correctly assessed and
IBPB8270R001F01_EIA REPORT.pdf:633: for existing or new soil contaminants to enter the groundwater.
IBPB8270R001F01_EIA REPORT.pdf:633: for existing or new soil contaminants to enter the groundwater.
IBPB8270R001F01_EIA REPORT.pdf:638:sandstone, slag cinder and mudstone. Chemical testing of the soil and groundwater was undertaken
IBPB8270R001F01_EIA REPORT.pdf:638:which can leach from the soil. The migration of contaminants via the shallow subsurface into the
IBPB8270R001F01_EIA REPORT.pdf:639:there are controls in place to manage any risks associated with soil quality and geology (and consequently
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:3:8.3 Soil quality and geology 7
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:9: • Soil quality and geology.
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:11:8.3 Soil quality and geology
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:11:The planning permission granted by RCBC contained a number of conditions specific to soil quality and
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:11:and therefore there are controls in place to manage any risks associated with soil quality and geology.
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:18:are controls in place to manage any risks associated with soil quality and geology (and consequently
1911South-Tees-Master-Plan-Nov-19.2.pdf:62:uses on a scale largely unprecedented in the UK. • The need to safeguard soil resources; in the delivery of the redevelopment proposition.
R-2021-0674-NM-DECISION NOTICE.pdf:2: • Details of the control measures to reduce spill of soils during
MLA_2020_00506-20220512_MLA_2020_00506_1_variation_HRA_FINAL.pdf:2: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to install tie rods to the anchor
MLA_2020_00506-20220512_MLA_2020_00506_1_variation_HRA_FINAL.pdf:2: wall. Excavation and re-use of a further approximately 1,140,000m3 of soils in front of the proposed quay wall to create
MLA_2020_00506-20221017_MLA_2020_00506_variation 2_HRA_FINAL.pdf:2: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to install tie rods to the anchor
MLA_2020_00506-20221017_MLA_2020_00506_variation 2_HRA_FINAL.pdf:2: wall. Excavation and re-use of a further approximately 1,140,000m3 of soils in front of the proposed quay wall to create
MLA202000506 and MLA202000507 Draft HRA phase 1 and 2.pdf:2: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to install tie rods to the anchor
MLA202000506 and MLA202000507 Draft HRA phase 1 and 2.pdf:2: wall. Excavation and re-use of a further approximately 1,140,000m3 of soils in front of the proposed quay wall to create
MLA202000506 and MLA202000507 Draft HRA (2).pdf:2: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to install tie rods to the anchor
MLA202000506 and MLA202000507 Draft HRA (2).pdf:2: wall. Excavation and re-use of a further approximately 1,140,000m3 of soils in front of the proposed quay wall to create
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:14: 3. Excavation of approx. 275,000m3 of existing soils behind the proposed combi-wall.
MLA202000506 and MLA202000507 Draft HRA.pdf:2: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to install tie rods to the anchor
MLA202000506 and MLA202000507 Draft HRA.pdf:2: wall. Excavation and re-use of a further approximately 1,140,000m3 of soils in front of the proposed quay wall to create
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:3:3.6 Capital dredging of marine sediments and excavation of soils / landside materials within
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21:3.4.4 Excavation of soils
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21:There would be a requirement for the excavation of approximately 275,000m3 of existing soils behind the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:22:3.6 Capital dredging of marine sediments and excavation of soils /
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:22:estuarine (marine) sediments and excavation of soils / landside materials within the riverbank to create the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:22:3.4.1 and 3.4.2, with further information regarding the excavation of soils / materials in the riverbank
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:24:3.6.2 Volume of soils / landside materials to be excavated
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:24:in order to install the tie rods to the anchor wall. The total volume of soils / landside materials to be excavated
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:25:above, soils / landside materials excavated from the riverbank are proposed to be re-used on site, on the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:25:ground investigations, soils would be disposed of to an appropriately licensed facility.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:27: Excavation of soils in
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:28:fragments or contaminated soil from these plants (and any other INNS which subsequently establishes
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:29:The outline remediation strategy (Wood, 2019) also recommends the testing of soils and materials for re-
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:29:for soils to ensure protection of human health under a commercial land-use scenario. No ‘suitable for use’
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:29:chemical criteria for soils or groundwater (in order to protect controlled waters) are provided. The embedded
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:42: by the project and the regulated activity: population, human health, biodiversity, land, soil, water,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:50: • Land, soil, water, air and climate.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:166:The proposed scheme requires the excavation of soils/landside materials from the riverbank in front of the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:166:proposed new quay wall to create the berth pocket. There is therefore the potential for some of the soils to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:167:facilitate the recovery of soil and groundwater samples for laboratory analysis. The findings of the intrusive
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:169: of biodiversity or geological value and soils (in a impacts and subsequent mitigation
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:169: of soil, air, water or noise pollution or land instability.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174:Direct impact on surface waters Volume of soils to be excavated is approximately There is the potential for earthworks to disturb
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174:Direct impact on human health Volume of excavated soils circa 1,415,000m3. Earthwork required during the construction
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:179: • Soil and Groundwater Baseline Characterisation Study Teesside Works, Factual Report June
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:designation indicates that the soil is easily able to transmit pollution to groundwater, which is characterised
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:by high leaching potential of soils and the absence of low permeability superficial deposits. A medium
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:183:depot. This described Made Ground soils as black and ashy overlying slag cobbles and boulders. Black
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:183:odorous tar was observed in shallow soils within one exploratory hole location within the oil depot boundary.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:183:as ashy Made Ground overlying slag gravels and boulders. Within Made Ground soil samples, there were
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:183:fill to a maximum depth of 13mbgl underlain by Alluvium. Made Ground soil analysis recorded TPH at a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:184:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:184:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:Construction of the proposed scheme will require substantial earthworks with up to 1,415,000m3 of soils
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:undertaken which will comprise intrusive ground investigation works to facilitate the recovery of soil and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187:potentially contaminated soils and demolition materials or by accidental spillage whilst handling, storage or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187:treatment of potentially contaminated water or soils.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187:required to characterise the soils and groundwater within the proposed scheme footprint and assess the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187:Given the historic uses of the site, there is a risk that any contamination present within the on-site soils or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:188:The proposed re-use of excavated soils on-site has the potential to affect the Tees estuary due to leaching
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:188:of any contaminants which may be present. However, soils to be re-used on site will be assessed for their
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:195:quay wall to create the berth pocket will remove both intertidal sediments and landside materials / soils.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:214:(terrestrial) soils that are present will be excavated to the required depth to allow for the creation of the berth
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:257:This habitat type is assumed to be present where a layer of soil covers coal or other substrates. The EP1HS
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:363:or being adversely affected by, unacceptable levels of soil, air, water or noise pollution……”
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:387: during the construction phase have the potential to cause nuisance to, and soiling of, sensitive
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:389: Approximately 275,000m3 of soils would be excavated to install the tie rods
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:389: of soils/landside material would need to be excavated to create the berth
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:391:The sensitivity of human receptors to dust soiling and health effects of particulate matter associated with
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:391:Sensitivity of people to dust soiling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:391: Dust soiling Medium Medium Medium Medium
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:391:Table 18.9 to determine the risk of impacts with no mitigation applied. The risks concluded for dust soiling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:391: Dust soiling High Risk Medium Risk Medium Risk Negligible Risk
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:391:The risk of dust soiling impacts during the construction phase were therefore described as ‘high risk’ for
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:398:“a) protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils (in a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:466:assumed that excavated soils could be re-used on-site or the adjacent SIZ development without requiring
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:467:This would include dredging of marine sediments and excavation of soils / landside material within the river
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:474:resources, in particular land, soil, water and biodiversity, considering as far as possible the sustainable
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:476:that any contamination present within the on-site soils or structures to be demolished could be mobilised
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:497: comprise temporary storage of soils in mounds, for
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:497: ground preparation and temporary storage of soils and its final use Approximately
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:524: • C3 Excavation of soils/landside materials within the riverbank to create the berth pocket to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:528: The potential effect of excavating soil to risk associated with The project would not give
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:529:C3 Excavation of soils/landside materials present in the made ground which could be mobilised during
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:541:Section 8.4.5 highlights a number of potential sources of contamination with the soils in the study area.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:541:scheme footprint (landside) to facilitate the recovery of soil and groundwater samples for laboratory analysis,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:543:There is the possibility that any contamination identified in the soils could be mobilised and discharged into
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:544:control measures required to be implemented for potentially contaminated soils i.e. site characterisation and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:549:in potentially contaminated soils. Effective mitigation measures to ensure contamination is managed and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:566: ground preparation and the temporary storage of soils in mounds, Approximately nature of the ground preparation and storage
MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf:8:Parameter Soft soil Hard soil
MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf:9:inclusion of currently landside soils (i.e. soils within the riverbank) within the proposed dredging
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:3:Table 3-1: Soil Types to be dredged 5
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:3:Table 3-2: Particle size distribution for dredged soil types 5
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:7: • Inclusion of currently landside soils (i.e. soils within the riverbank) within the proposed dredging
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:9:Available soil data indicates that it is expected that the dredging material consists of different soil types. A
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:9:summary of the expected dredging soil types based on the ground investigation data (Definitive Feasibility
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:9:Table 3-1: Soil Types to be dredged
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:9: Soft/hard soil type Stratum Description
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:9:Soft soil material Tidal Flat Deposits +2 to -2
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:9:Hard soil material Mercia Mudstone Group -11 and deeper
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:9:Hard soil material Glacial Till -2 to -11 low plasticity. Gravel is fine to coarse subangular
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:9:distribution of the two soil types has been adopted as shown in Table 3-2.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:9:Table 3-2: Particle size distribution for dredged soil types
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:12:the CSD removing the soft soil material and hard material respectively from the berth pocket, then removing
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:12:both soil materials from the channel before moving on to removing both materials in the turning area.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:14:The CSD will operate at full capacity, with two barges being deployed for transport of the dredged soil
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:14:This section describes the CSD dredge and disposal cycle for the two different soil types. The sediment
MLA_2020_00506-MLA_2020_00506_2_RFI 19_Cefas Comments_MMO requested updates.pdf:4:matter and contaminants imbued within the clay soils may be released into the water column. Fine sediment particles (<63 µm) are
MLA_2020_00506-MLV2 Options Paper - Final.pdf:3:this variation request. These show the levels of the various soil strata including the made ground.
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:3:this variation request. These show the levels of the various soil strata including the made ground.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:3:3.6 Capital dredging of marine sediments and excavation of soils / landside materials within
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21:3.4.4 Excavation of soils
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21:There would be a requirement for the excavation of approximately 275,000m3 of existing soils behind the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:22:3.6 Capital dredging of marine sediments and excavation of soils /
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:22:estuarine (marine) sediments and excavation of soils / landside materials within the riverbank to create the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:22:3.4.1 and 3.4.2, with further information regarding the excavation of soils / materials in the riverbank
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:24:3.6.2 Volume of soils / landside materials to be excavated
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:24:in order to install the tie rods to the anchor wall. The total volume of soils / landside materials to be excavated
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:above, soils / landside materials excavated from the riverbank are proposed to be re-used on site, on the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:ground investigations, soils would be disposed of to an appropriately licensed facility.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:27: Excavation of soils in
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:28:fragments or contaminated soil from these plants (and any other INNS which subsequently establishes
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:29:The outline remediation strategy (Wood, 2019) also recommends the testing of soils and materials for re-
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:29:for soils to ensure protection of human health under a commercial land-use scenario. No ‘suitable for use’
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:29:chemical criteria for soils or groundwater (in order to protect controlled waters) are provided. The embedded
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:42: by the project and the regulated activity: population, human health, biodiversity, land, soil, water,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:50: • Land, soil, water, air and climate.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:166:The proposed scheme requires the excavation of soils/landside materials from the riverbank in front of the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:166:proposed new quay wall to create the berth pocket. There is therefore the potential for some of the soils to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:facilitate the recovery of soil and groundwater samples for laboratory analysis. The findings of the intrusive
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:169: of biodiversity or geological value and soils (in a impacts and subsequent mitigation
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:169: of soil, air, water or noise pollution or land instability.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on surface waters Volume of soils to be excavated is approximately There is the potential for earthworks to disturb
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on human health Volume of excavated soils circa 1,415,000m3. Earthwork required during the construction
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:179: • Soil and Groundwater Baseline Characterisation Study Teesside Works, Factual Report June
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:designation indicates that the soil is easily able to transmit pollution to groundwater, which is characterised
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:by high leaching potential of soils and the absence of low permeability superficial deposits. A medium
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:depot. This described Made Ground soils as black and ashy overlying slag cobbles and boulders. Black
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:odorous tar was observed in shallow soils within one exploratory hole location within the oil depot boundary.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:as ashy Made Ground overlying slag gravels and boulders. Within Made Ground soil samples, there were
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:fill to a maximum depth of 13mbgl underlain by Alluvium. Made Ground soil analysis recorded TPH at a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:Construction of the proposed scheme will require substantial earthworks with up to 1,415,000m3 of soils
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:undertaken which will comprise intrusive ground investigation works to facilitate the recovery of soil and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:potentially contaminated soils and demolition materials or by accidental spillage whilst handling, storage or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:treatment of potentially contaminated water or soils.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:required to characterise the soils and groundwater within the proposed scheme footprint and assess the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:Given the historic uses of the site, there is a risk that any contamination present within the on-site soils or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:The proposed re-use of excavated soils on-site has the potential to affect the Tees estuary due to leaching
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:of any contaminants which may be present. However, soils to be re-used on site will be assessed for their
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:195:quay wall to create the berth pocket will remove both intertidal sediments and landside materials / soils.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:214:(terrestrial) soils that are present will be excavated to the required depth to allow for the creation of the berth
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:257:This habitat type is assumed to be present where a layer of soil covers coal or other substrates. The EP1HS
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:363:or being adversely affected by, unacceptable levels of soil, air, water or noise pollution……”
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:387: during the construction phase have the potential to cause nuisance to, and soiling of, sensitive
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:389: Approximately 275,000m3 of soils would be excavated to install the tie rods
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:389: of soils/landside material would need to be excavated to create the berth
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391:The sensitivity of human receptors to dust soiling and health effects of particulate matter associated with
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391:Sensitivity of people to dust soiling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391: Dust soiling Medium Medium Medium Medium
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391:Table 18.9 to determine the risk of impacts with no mitigation applied. The risks concluded for dust soiling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391: Dust soiling High Risk Medium Risk Medium Risk Negligible Risk
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391:The risk of dust soiling impacts during the construction phase were therefore described as ‘high risk’ for
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:398:“a) protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils (in a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466:assumed that excavated soils could be re-used on-site or the adjacent SIZ development without requiring
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:467:This would include dredging of marine sediments and excavation of soils / landside material within the river
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:474:resources, in particular land, soil, water and biodiversity, considering as far as possible the sustainable
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:476:that any contamination present within the on-site soils or structures to be demolished could be mobilised
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:497: comprise temporary storage of soils in mounds, for
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:497: ground preparation and temporary storage of soils and its final use Approximately
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:524: • C3 Excavation of soils/landside materials within the riverbank to create the berth pocket to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:528: The potential effect of excavating soil to risk associated with The project would not give
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:C3 Excavation of soils/landside materials present in the made ground which could be mobilised during
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:Section 8.4.5 highlights a number of potential sources of contamination with the soils in the study area.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:scheme footprint (landside) to facilitate the recovery of soil and groundwater samples for laboratory analysis,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:There is the possibility that any contamination identified in the soils could be mobilised and discharged into
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544:control measures required to be implemented for potentially contaminated soils i.e. site characterisation and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:in potentially contaminated soils. Effective mitigation measures to ensure contamination is managed and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:566: ground preparation and the temporary storage of soils in mounds, Approximately nature of the ground preparation and storage
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:3:Within Section 3.6, the EIA Report acknowledges the removal of OSPAR material as ‘excavation of soils
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:11:materials / soils.
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:16:considered removal of the landside soil within the proposed dredging campaign and concluded that ‘both
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:33:Table 3-1: Soil Types to be dredged 5
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:33:Table 3-2: Particle size distribution for dredged soil types 5
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:37: • Inclusion of currently landside soils (i.e. soils within the riverbank) within the proposed dredging
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:39:Available soil data indicates that it is expected that the dredging material consists of different soil types. A
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:39:summary of the expected dredging soil types based on the ground investigation data (Definitive Feasibility
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:39:Table 3-1: Soil Types to be dredged
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:39: Soft/hard soil type Stratum Description
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:39:Soft soil material Tidal Flat Deposits +2 to -2
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:39:Hard soil material Mercia Mudstone Group -11 and deeper
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:39:Hard soil material Glacial Till -2 to -11 low plasticity. Gravel is fine to coarse subangular
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:39:distribution of the two soil types has been adopted as shown in Table 3-2.
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:39:Table 3-2: Particle size distribution for dredged soil types
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:42:the CSD removing the soft soil material and hard material respectively from the berth pocket, then removing
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:42:both soil materials from the channel before moving on to removing both materials in the turning area.
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:44:The CSD will operate at full capacity, with two barges being deployed for transport of the dredged soil
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:44:This section describes the CSD dredge and disposal cycle for the two different soil types. The sediment
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:2: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to install tie rods to the anchor
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:2: wall. Excavation and re-use of a further approximately 1,140,000m3 of soils in front of the proposed quay wall to create
MLA_2020_00506-PC1084-RHD-ZZ-XX-NT-Z-0001 MLA.2020.00506.1 Response to Further Information Request-53.pdf:2:ENQ/2021/00205). This variation will be progressed once the necessary soil sample testing has been
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:9: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:9: of soils in front of the proposed quay wall to create the berth pocket.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:12:be present in soils and groundwater within the landward parts of the proposed scheme footprint. This
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:12:scheme boundary and on neighbouring land. Construction activities will disturb soils and groundwater and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:9: and in particular without risk to water, air, soil, plants or animals, without causing a nuisance through
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:11:Inert waste and soils are proposed to be re-used on site dependent on ground investigation (in the case of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:11:the soils).
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: • Excavation of 1,140,000m3 of soils within the riverbank in order to create the berth pocket. It is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: characterise soils on site prior to excavation to confirm that they are suitable for use.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:16: • Excavation of approximately 275,000m3 of existing soils behind the proposed combi-wall in order to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:Concrete: Soils and landside materials Asbestos:
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:- Three concrete jetties and wharf - Soils and landside materials (made - Possibly in substation, an
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23: structures (approximately ground) – 1,140,000m3 of soils and asbestos demolition survey will be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23: - Soils – 275,000m3 of soils from behind
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:26:It is anticipated that the excavated soil would be retained on site for reuse as general fill as part of the cut
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:26:and fill balance associated with the construction process. Any excavated soil that is surplus to requirements
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:26:or which does not meet the requirements for it to be ‘suitable for use’ would be sent to a soil conditioning
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:33:recovery, for example to a soil conditioning facility; or beneficial use as restoration material at a local landfill,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:49: 2010 No 11 2010 No 11 for soil <75,000 tpd
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:54: • Seabed / land / soil quality.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:134:Table 5-1: Soil Types to be dredged 51
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:134:Table 5-2: Particle size distribution for dredged soil types 52
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191:Available soil data indicates that it is expected that the dredging material consists of different soil types. A
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191:summary of the expected dredging soil types based on the ground investigation data (Definitive Feasibility
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191:Table 5-1: Soil Types to be dredged
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191: Soil type Stratum Description
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191: Soft soil material gravelly CLAY of low plasticity.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191: Hard soil material Mercia Mudstone Group -11 and deeper MUDSTONE weak with occasional
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:192:distribution of the two soil types has been adopted as shown in Table 5-2.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:192:Table 5-2: Particle size distribution for dredged soil types
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:193:The sediment will be dredged using two types of dredgers. The soft soil material below a depth of -5mCD
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:193:used to dredge material above this level. The hard soil material will also be dredged by the BHD because
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:194:begin with the BHD removing the soft soil material above a level of -5mCD, followed by the TSHD and the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:194:BHD working in parallel on dredging the soft soil material below the level of -5mCD, and then the BHD will
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:197:This section describes the backhoe dredge and disposal cycle for the different soil types and depth layers.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:249:5.1 Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, 2004
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:252:within on-site soils may also constrain the re-use of excavated materials on site.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:252:It is recommended that an intrusive ground investigation is undertaken to evaluate soil quality and identify
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: • Excavation of 1,140,000m3 of soils within the riverbank to create the berth pocket. It is assumed
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: soils on site prior to excavation;
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: • Excavation of approximately 275,000m3 of existing soils behind the proposed combi-wall in order
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:255: • CORUS UK LTD. (2004) Soil and Groundwater Baseline Characterisation Study Teesside Works,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:5.1 Enviros, Soil and Groundwater Baseline Characterisation Study
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:water sampling and laboratory testing. The soil results were assessed against Soil Guideline Values (SGVs)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:and 3AT6). The exploratory hole logs describes Made Ground soils as black ashy topsoil overlying slag
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:cobbles and boulders to a maximum depth of 6.30m bgl in 3AT2. Laboratory analytical results for soil
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:in Table 3-2. Analytical results for soil samples collected from this location recorded an exceedances of the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:threshold value (1,200mg/lt) was also recorded at 3,690mg/lt in a soil sample collected at 9.5m bgl.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:90,900mg/kg and xylenes at 304mg/kg in a soil sample collected from 3AT1B1 at 0.1m bgl which
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:guideline value of 5,000mg/kg within other soil samples collected from the oil depot.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:slag gravels and boulders. Soil samples collected from six of the trial pits (DBT22 at 3.2m bgl, DBT23 at
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:alkaline pH above pH 10, with the most elevated pH recorded at pH 11.3 in DBT23. A soil sample collected
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:from DBT25 at 3.5m bgl recorded an exceedance of UK Soil Guideline Value (SGV) protective of a
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:Zinc was recorded above the DIV threshold level of 720mg/kg within soil samples collected from five of the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:soil with furnace bricks and slag cobbles. Soil samples at both 0.1m bgl and 4.0m bgl had exceedances for
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:272:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:272:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274: • direct exposure through dermal contact, ingestion or inhalation of soils and dusts; and,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: • inhalation of soil or groundwater derived vapours or ground gases.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: • leaching and dissolution of contaminants from unsaturated soils groundwater;
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: • migration of contaminants in soils during excavation and construction.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:276: Low Risk between Made Ground soils and site users.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:276: soils and dusts the site. The exact construction of the substation is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: soils B Aquifer (Mercia low sensitivity.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: permeation of Moderate to Elevated hydrocarbons on site soils could potentially
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: soils and dusts the creation of the berthing pocket and quay
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: between Made Ground soils and site users.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: soils regarding the Wood 2019 Outline Remediation
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Direct contact and Elevated hydrocarbons on site soils could potentially
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: soils. Inhalation of neighbouring site Medium Low likelihood
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Groundwater: Previous investigations encountered tarry soils within
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: soils
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: soils. Inhalation of neighbouring site Medium Low likelihood
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280:Tanks and pipework to the Groundwater: hydrocarbon contamination in soils (as recorded in
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: soils Pollution of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: soils. Inhalation of neighbouring site Medium Low likelihood
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: soils the former benzole plant) at <49mg/kg (Enviros,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: soils. Inhalation of neighbouring site Medium Low likelihood
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: soils data recorded in previous investigations from this
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: Lateral migration is contamination present in the soils or ground water.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: soils and dusts. Groundwater flow across the adjacent sites is likely
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: Groundwater: site users via direct contact with soils that have
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:Cleveland Borough Council (RCBC)), removal of the South Bank Wharf, the excavation of soils to create a
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:site soils would have excavated from the site with only soils deemed suitable for use (i.e. that do not
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:Where soils remain, these will be covered with crushed stone or hardstanding. Further investigation is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:required to characterise soils on site prior to excavation to enable waste classification or determine whether
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:During construction there is the potential for the disturbance of soils resulting in dust generation and for site
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:workers to come into direct contact with contaminated soils and groundwater. In addition, localised soil and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:groundwater or surface water quality. Further ground investigation is required to evaluate soil and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: imported soils do not have the potential to cause harm to human health or the environment.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:287: 10 Enviros, 2004. Soil and Groundwater Baseline Characterisation Study Teesside Works.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:287: 12 CORUS UK LTD. (2004) Soil and Groundwater Baseline Characterisation Study Teesside
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285: Excavation of soils
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285:4.2.6 There would be a requirement for the excavation of approximately 275,000m3 of existing soils
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285:4.2.7 There is also a requirement to excavate soils/landside materials within the riverbank in order to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285: The total volume of soils / landside materials to be excavated to create the berth pocket is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:293:potentially be affected by dust soiling. For locations with a statutory designation, such as a Sites of Specific
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:294: Dust Soiling Effects Health Effects of PM10 Ecological Effects
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:294: the designated features may be affected by dust soiling.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:295:Table A18.3 Sensitivity of the area to dust soiling effects on people and property
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:305:Distance to site boundary: the reserve. Man made landforms support scrub, grassland and bare soil substrates. A wide panoramic scene with vast open skies. Wooded slopes of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:geological, hydrogeological and soil properties within a single square kilometre”.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:Groundwater vulnerability classification is a product of soil type and the underlying geology; however, the
R-2021-0830-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:48: 9 2 Urban -bare ground (bare soil) 1 ha Reedbed (f. good); 1 ha OMH (f. good) 4 15.82 11.82 5.91
R-2021-0830-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:44: 9 2 Urban -bare ground (bare soil) 1 ha Reedbed (f. good); 1 ha OMH (f. good) 4 15.82 11.82 5.91
R-2021-0830-CD-DECISION NOTICE 0684.pdf:2: • Details of the control measures to reduce spill of soils during
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:29: 9 2 Urban -bare ground (bare soil) good) 4 15.82 11.82 5.91
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey and Tree Protection Plan.pdf:10:Often greater damage and even destruction occurs quite invisibly due to the deformation of the soils
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey and Tree Protection Plan.pdf:10:in which the trees root. Soil stripping, trenching and compaction all have serious effects on trees
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey and Tree Protection Plan.pdf:10:and if such trees are to be successfully retained in the long term it is necessary to protect the soil
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey and Tree Protection Plan.pdf:10:be carried out with hand tools, preferably by compressed air soil displacement. Great care should
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey and Tree Protection Plan.pdf:11:Tree rooting characteristics and soils are both enormously variable as are their interactions. This
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey and Tree Protection Plan.pdf:20: that contamination of soil in the RPA would not occur if there were spillage, seepage or
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey and Tree Protection Plan.pdf:24: leakage or leaching of noxious materials into the soil.
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:16: leaching soils and the absence of low permeability superficial deposits.
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:17: the predominant soil type.
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:17: soil type, derived from FSR Maps was measured to be 0.45. With these inputs QBAR was
R-2022-0816-FFM-Steel House PandR Cover Letter(1).pdf:8:submitted as part of the application which sets out the proposed approach to assessing the soils that will
R-2022-0816-FFM-10035117-AUK-XX-XX-CO-ZZ-0582-01-PR GI Memo_Part1(1).pdf:2:Samples of soil and groundwater will be collected and analysed for a suite of contaminants considered suitable for the site’s
R-2022-0816-FFM-10035117-AUK-XX-XX-CO-ZZ-0582-01-PR GI Memo_Part1(1).pdf:2:experience of testing soils and groundwater from across the Teesworks site. The full testing suite is appended. It is
R-2022-0816-FFM-10035117-AUK-XX-XX-CO-ZZ-0582-01-PR GI Memo_Part1(1).pdf:2:anticipated that 58 soil samples (1 per trial pit, 2 per borehole) and six water samples (2 per borehole) will be analysed.
R-2022-0816-FFM-Archaeological Report.pdf:5: and excavated soils examined to establish the stratigraphic sequence and recover artefacts where
R-2022-0816-FFM-Archaeological Report.pdf:5: A sketch section showing the stratigraphic sequence should be supplemented with soil
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey.pdf:10:Often greater damage and even destruction occurs quite invisibly due to the deformation of the soils
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey.pdf:10:in which the trees root. Soil stripping, trenching and compaction all have serious effects on trees
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey.pdf:10:and if such trees are to be successfully retained in the long term it is necessary to protect the soil
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey.pdf:10:be carried out with hand tools, preferably by compressed air soil displacement. Great care should
R-2022-0816-FFM-Teesworks Arboricortural Constraints Survey.pdf:11:Tree rooting characteristics and soils are both enormously variable as are their interactions. This
R-2022-0816-FFM-INCA2022-42 EcIA Steel House Park and Ride.pdf:13:Some grassland areas on slopes (free-draining and with shallow soil) contain a higher proportion of
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:3:B Soil Quality Import Criteria
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:4: • 150mm sub soil; and
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:4: Imported soils to form capping to meet chemical import criteria. Assessment prior to import
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:9: • Soil and Groundwater Baseline Characterisation Study, Teesside Works (July 2004) Vol 1-
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:3.5 Soil and Groundwater Contamination
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:12:intended to improve the geotechnical performance of the soils, while also remediating the soils by
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:12:only soils suitable for use in an industrial land use setting are permitted to be used within the
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:13: • 150mm sub soil; and
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:13:No subsoil or topsoil is present within the development area. As such suitable soils will require to be
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:13:imported into the site for use. It is recommended soils are suitable for use in a residential public open
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:14:and if from sufficient depth, natural soils. Where segregation of the material type is possible this should
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:14:Natural soils, while anticipated to be free from significant contamination, would also require assessment
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:14:frequency reflecting the anticipated natural provenance of the soils. Their status as arisings would still
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:14:render the soils as waste, and as such would be subject to similar controls to that of other waste
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:14:unacceptable quantities of dust being generated during site activities and from soil being tracked into,
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:14:Consequently, it is recommended that any soil export or import to site is undertaken utilising covered
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:The reuse of site derived soils, the importation soils and the process of importing soil will need to
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:comply with all relevant legislation. If the soils are sourced from a recognised topsoil/soil provider as
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:commercial details, no specific waste management actions are required. However, if the soil is sourced
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:from a development site or soil recycling facility the imported material may constitutes a waste; under
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:movement of any soils.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:In addition site derived soils may be considered a waste by the Environment Agency and HMRC.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:Planning for soil re-use and compliance with the requirements of the DoWCoP will provide evidence
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:that reuse of soils is not a waste disposal actively. While not formally part of the requirements of this
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:Every effort should be made to ensure imported soils are accompanied with proof of provenance to
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:demonstrate that there is no potential for the soils to have been contaminated as a result of past land
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:Irrespective of the source of the soil the contractor shall undertake sufficient testing to demonstrate
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:that the soils are suitable for their intended use. The amount of testing will be dictated by the source of
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:the soils and the volume being imported, as defined in Table 5.1 below.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:prior to import. The minimum number of initial soil samples that should be retained (sampled at source
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:where possible) and analysed per soil source are summarised in Table 5.1 below. Once a preferred soil
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:ensure compliance with the soil acceptability criteria. Appropriate import criteria are given in Appendix
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:Table 5.1: Soil Sampling and Analysis Minimum Frequency
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16: Potential Soil Source Confirmed Soil Source
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16: Soil Source No. of Samples No. of Samples No. of Samples No. of Samples
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16: manufactured soils 1 per 50m3 * 1 per 100m3 *
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:for geochemical analysis will need to be representative of the stockpile or soil source being investigated
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:and assessed. It is recommended that the geoenvironmental specialist is consulted with respect to soil
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:Geochemical soil acceptability criteria (SAC) for the imported topsoil and subsoil is specified in Appendix
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:imported soil is being delivered/unloaded onto site and should take note of any:
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:Soils containing the above components will not be suitable as topsoil or subsoil cover soils and will not
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:Stockpile management must be implemented to ensure that all potentially contaminated soils
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:excavated on site are kept separate from imported cover soils.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:18: • Inspection of placed cover soils to confirm the presence of the basal membrane, overlain
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:18: • Chain of custody for all soil samples analysed and assessed;
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:18: • Plans indicating locations for cover soils thickness verification, supported by photographic
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:20: chemical assessment of the soils. Depending upon the extent and hence volume of
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:21:B Soil Quality Import Criteria
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:24:B Soil Quality Import Criteria
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:25: Soil Organic Matter (SOM)
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:26: Visual assessment Soils to be free from :
R-2021-0754-FFM-Officer Report 0754.pdf:5:The assessment finds that soil identified to contain contaminants above the
R-2021-0754-FFM-Officer Report 0754.pdf:8:application site that have taken place in 2020 and 2021 using trial pits, soil
R-2021-0754-FFM-Officer Report 0754.pdf:8:The report finds that soil identified to contain contaminants above the human
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:1:end use. Soils containing trace levels of asbestos fibres were identified on the wider South Bank A landholding.
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:1:SBC_AUK_TP163 (1m below ground level (bgl)). Soils containing trace levels of asbestos fibres <0.001% were
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:1:SB_DQRA]. The DQRA concluded that the sources areas identified in soil and groundwater did not present a
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:9: Description 2 Soil samples, 1 Leachate sample.
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:22:1851445 SBA_AUK_TP102 7 2.30 SBA_AUK_TP102_SO_0230 SOIL NAD none Emma Stacey
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:22:1851446 SBA_AUK_TP103 1 0.20 SBA_AUK_TP103_SO_0020 SOIL NAD none Emma Stacey
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:23:1851445 SBA_AUK_TP102 2.30 SOIL 19/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:23:1851446 SBA_AUK_TP103 0.20 SOIL 19/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:23:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:23:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0754-FFM-EP CL.pdf:1: The assessment finds that soil identified to contain contaminants above the human
R-2021-0754-FFM-371465 Natural England Response Letter REF R.2021.0754.FF Land East of Dockside Road, South Bank.pdf:3:Best and most versatile agricultural land and soils
R-2021-0754-FFM-371465 Natural England Response Letter REF R.2021.0754.FF Land East of Dockside Road, South Bank.pdf:3:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2021-0754-FFM-371465 Natural England Response Letter REF R.2021.0754.FF Land East of Dockside Road, South Bank.pdf:3:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2021-0754-FFM-371465 Natural England Response Letter REF R.2021.0754.FF Land East of Dockside Road, South Bank.pdf:3:developer uses an appropriately experienced soil specialist to advise on, and supervise soil handling,
R-2021-0754-FFM-371465 Natural England Response Letter REF R.2021.0754.FF Land East of Dockside Road, South Bank.pdf:3:including identifying when soils are dry enough to be handled and how to make the best use of soils on
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:4:pits, soil testing and chemical analysis for a variety of contaminants including asbestos.
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:4:The report finds that soil identified to contain contaminants above the human health screening criteria
Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:1: aquifer. Also, the use of site won and imported soil-based material used during construction
Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:2: between the potentially contaminated shallow soils (Made Ground) and groundwater. This may
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:3: Good Practice Guide for Handling Soils (MAFF, 2000);
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:3: Good Practice Guide for Handling Soils (MAFF, 2000);
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:1: 3 Site won and imported clean cover soils will be placed under a controlled methodology,
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:1: etc. to minimise direct contact with soils;
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:2: 11 routine testing of soils and materials in accordance with the Outline Remedial Strategy
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:3: • Assessment of soil quality with regard to potential Contaminants of Concern in specific
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:3: pathways associated with inhalation of respirable asbestos in soils and materials. Where visible
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:3: and sentenced for off-site disposal. Otherwise, soil materials with detected quantities of asbestos
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:3: fibres in soil are to be placed within the development platform below the capping layer to break
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:3: excavated soils with identified ACM handpicked or segregated from the soil, wherever possible,
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:3: and sentenced for off-site disposal. Any areas of the site where soils containing asbestos have
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:3: been permanently placed should have this clearly indicated on the soil audit and also be
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:3: containing soils.
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:4: exposed ground and soil
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: soils during excavation or if not possible, with the wider managed through a contaminated land
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: soils encountered wider STDC site and activities for
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:34: Catchment elements on site. Soil testing is
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:34: Explorer the soil.
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:35: 2,4- High Soil testing is recommended to identify
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:36: construction phase. Soil testing is
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:47: Soil and water testing would be advised to generate
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:47: Soil and water testing would be advised to generate
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:52: This can be managed with soil and water testing, monitoring
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:70: evidence of soil
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:22: Across 6 locations the potential of soil storage was assessed. A HRA was undertaken by
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:5: Soil Sampling ………………………………………………………………………………………………………… 18
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:5: Management of Contaminated Soils …………………………………………………………………………. 23
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:8: Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:12: often still present within the soil matrix.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:13: Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:13: originated from shallow soils across the site.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:15:Asbestos in Soils
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:15:(GAC) in soil, driven by direct contact exposure and dust inhalation. These will need to be considered
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:16:a nuisance including contaminated soil or plant material from any waste you transfer to spread into the
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:19:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:20: Soils that require off-site disposal/treatment (not treatable);
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:20: Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:21: completion of ongoing ground investigation, including NAPL containing soils.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:21: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:22: Treatment of soils impacted with NAPL in order to make them suitable for reuse.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:22: Segregation of soils with ACM for treatment and reuse.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:22: Remediation of soils impacted with contaminants above target levels through capping of
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:24: Soil Sampling
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:24:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:24:to representative sections, each section will be sub divided to 6 sub-sections, soils shall be collected
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: Composite soil samples do not exceed the
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: within soils within the uppermost 0.1m of the following frequency
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: Composite soil samples do not exceed the
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: Ensure that soils remaining in-situ do not One sample per stratum or at 1.0m
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: Composite soil samples do not exceed the
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: within soils within the uppermost 0.1m of the following frequency
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: Ensure that soils remaining in-situ do not
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: Composite soil samples do not exceed the
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:28: Soil samples collected at a frequency of
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:29: Composite soil samples collected at a
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:29: Management of Contaminated Soils
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:29:This should comprise placement of protective cover layers in areas, where contaminants in soils are
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:29: Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30: Soil Washing;
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:Where soils are visibly impacted with NAPL or onsite screening / testing indicates the presence of NAPL
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:36: Field screening / onsite analysis of soil samples;
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:36: On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:36: Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:41: Soil Source
R-2021-0422-CD-0422.pdf:2:Soils containing free phase NAPL or soils exceeding the hydrocarbon reuse criteria
R-2021-0422-CD-0422.pdf:2:concentrations are below the reuse criteria, these soils will be reused as fill.
R-2021-0422-CD-Officer Report 0422.pdf:2:Soils containing free phase NAPL or soils exceeding the hydrocarbon reuse criteria
R-2021-0422-CD-Officer Report 0422.pdf:2:concentrations are below the reuse criteria, these soils will be reused as fill.
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0200-S3-P01-Knitting_Wife_Cross_Sections_Sheet_1_of_3.pdf:1: 2.7m x 1.5m REINFORCED 0.15m TOP SOIL SEEDED WITH
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0200-S3-P01-Knitting_Wife_Cross_Sections_Sheet_1_of_3.pdf:1: 0.15m TOP SOIL SEEDED WITH Stones 150mm. 10%
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0200-S3-P01-Knitting_Wife_Cross_Sections_Sheet_1_of_3.pdf:1: FINISHED GROUND 150mm LOW NEUTRIENT TOP SOIL LAYER
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0200-S3-P01-Knitting_Wife_Cross_Sections_Sheet_1_of_3.pdf:1: 2.7m x 1.5m 0.15m TOP SOIL SEEDED WITH
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0202-S3-P01-Knitting_Wife_Cross_Sections_Sheet_3_of_3.pdf:1: 0.15m TOP SOIL SEEDED WITH
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0202-S3-P01-Knitting_Wife_Cross_Sections_Sheet_3_of_3.pdf:1: 0.15m TOP SOIL SEEDED WITH DISPERSE FLOWS AND PROMOTE SINUTOSITY Stones 150mm. 10%
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0202-S3-P01-Knitting_Wife_Cross_Sections_Sheet_3_of_3.pdf:1: 150mm LOW NEUTRIENT TOP SOIL LAYER
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0202-S3-P01-Knitting_Wife_Cross_Sections_Sheet_3_of_3.pdf:1: 0.15m TOP SOIL SEEDED WITH
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0201-S3-P01-Knitting_Wife_Cross_Sections_Sheet_2_of_3.pdf:1: 0.15m TOP SOIL SEEDED WITH
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0201-S3-P01-Knitting_Wife_Cross_Sections_Sheet_2_of_3.pdf:1: 2.7m x 1.5m REINFORCED 0.15m TOP SOIL SEEDED WITH otherwise.
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0201-S3-P01-Knitting_Wife_Cross_Sections_Sheet_2_of_3.pdf:1: 150mm LOW NEUTRIENT TOP SOIL LAYER
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0201-S3-P01-Knitting_Wife_Cross_Sections_Sheet_2_of_3.pdf:1: 0.15m TOP SOIL SEEDED WITH
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-HB-DR-C-0100-S3-P01-Holme_Beck_Sections.pdf:1: 0.15m TOP SOIL SEEDED WITH MINIMUM 0.6m THICK
R-2019-0629-CD-Discon (10) cover letter.pdf:1:storage of soils and its final use in the remediation and preparation of land for regeneration and
R-2019-0629-CD-201931 Reptile Mitigation Strategy Rev A.pdf:2:OF SOILS AND ITS FINAL USE IN THE REMEDIATION AND PREPARATION OF LAND FOR
R-2019-0629-CD-Compliance Decision Notice_R20190629CD.pdf:1: PREPARATION AND TEMPORARY STORAGE OF SOILS AND ITS FINAL
R-2019-0629-CD-Compliance Decision Notice_R20190629CD.pdf:2: PREPARATION AND TEMPORARY STORAGE OF SOILS AND ITS
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf:4: within the natural soils is noted and will further inhibit ground gas movement.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:8:• Treatment of soils impacted with Non-Aqueous Phase Liquid (NAPL) in order to make them suitable for
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:8:• Segregation of soils with asbestos containing material (ACM) for treatment, disposal or reuse (as
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:8:• Remediation of soils impacted with contaminants above target levels through capping of materials to
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:10:• Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:13:Undisturbed samples of cohesive soils were tested to confirm the shear strength of recovered materials. The
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:18:Hydrocarbon impacts were identified on soils in the following locations during the BGP GI which may indicate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:assurances to the low risks to human health receptors (as concluded within Arcadis 2021c), soil samples and
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:As part of the earthworks, the removal of near surface soils and emplacement of material followed by a clean
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:• Human Health: vapour inhalation of indoor and outdoor air from volatile contaminants in soil and shallow
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:Contaminant concentrations in soil and groundwater samples have been compared with the relevant Arcadis
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:23:One soil sample was identified to exceed Arcadis’s GAC protective of commercial workers. The exceedance
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:27:in groundwater plus SBA_AUK_TP116 and 2AB2 in soil samples). Given the distance from the GE Plot (250m
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:35:large areas of the site, the underlying soils have in the recent past been subjected to significantly higher stresses
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:36:Towards the edges of the slab where there is less stress on the soils, the predicted settlement is approximately
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:36:By analysing the total displacements in the soil layers beneath the slab at the end of the final consolidation
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:36:is the Glaciolacustrine Deposits which are relatively soft and compressible soils.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:37:after the construction period and imposed loadings due to the low permeability of the soils.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:38:A review of the soil and groundwater chemical lab data has been undertaken to aid the concrete designs for the
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:38: 2:1 Water / Soil extract Sulphate pH Design
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:41:that risks to human health from contaminants of concern in soils or groundwater are very low.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78: Methods of Test for Soils for Civil Engineering Purposes
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78: BS EN ISO 14688-1:2018 & 14688-2:2018 Identification and Classification of Soil
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:80:Representative samples of soil and rock were obtained from the exploratory holes and were taken to the
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:87:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:88:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:88:Legend A graphical representation of the materials encountered using BS 5930 recommended symbols for soil and rock.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:88:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:88:Description Engineering description of each individual soil or rock type follows recommendations outlined in the current BS 5930 with
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:91:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS5930.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:92:ES Environmental soil sample.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:92:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:94: Soils
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:94:Note: Composite soil types will be
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:100: SOIL 12.65-21.40m … soil. (1) Laminated brown silty CLAY.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:115: SOIL -0.75 8.20 8.20-9.20m … P Firm brown laminated CLAY with silt
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:116: 100 SOIL 14.50-14.70m … U*
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:116: 14.50-19.70m … soil.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:118: 50 SOIL 21.20-21.30m … soil.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:127:11.70 100 SOIL -4.31 11.70 11.70-18.20m … soil. Firm to stiff brown slightly sandy
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:143:13.20 83 SOIL -3.85 13.20 13.20-18.90m … soil. Stiff brown red slightly sandy slightly
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:154:11.70 80 SOIL -2.04 11.70 11.70-18.50m … soil. Stiff brown red slightly sandy gravelly
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:169:10.70 100 SOIL -3.04 10.70 10.70-15.05m … soil. Stiff brown slightly sandy slightly
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:179:11.70 100 SOIL -4.18 11.70 11.70-17.25m … soil. Stiff brown and red slightly sandy
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:190: 0 SOIL
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:190: 13.70-18.90m … soil.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:203:11.20 45 SOIL -3.69 11.20 11.20-16.85m … soil. Firm to stiff red brown slightly sandy
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:214:14.05 47 SOIL -4.79 14.05 14.05-17.50m … soil. Stiff brown and red slightly sandy
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:226:11.50 100 SOIL -4.02 11.50 11.50-16.00m … soil. Firm to stiff brown slightly sandy
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:521:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:521:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:521:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:525:Test Method No. Description No. (if Description (UK soils dry weight
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:539: Description One Soil sample.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:544:1899238 BGP_BH005 6 8.60 BGP_BH005_SO_0860 SOIL NAD none D Wilkinson
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:545:1899238 BGP_BH005 8.60 SOIL 01/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:545:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:545:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:548: Description 2 Soil samples.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:553:1897385 BGP_BH004 2 4.20 BGP_BH004_SO_0420 SOIL NAD none Lee Kerridge
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:553:1897386 BGP_BH004 7 8.20 BGP_BH004_SO_0820 SOIL NAD none Lee Kerridge
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:554:1897385 BGP_BH004 4.20 SOIL 24/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:554:1897386 BGP_BH004 8.20 SOIL 24/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:554:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:554:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:557: Description 2 Soil samples.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:562:1895976 BGP_BH010 2 2.50 BGP_BH010_SO_0250 SOIL NAD none Colin Patrick
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:562:1895977 BGP_BH010 8 8.30 BGP_BH010_SO_0830 SOIL NAD none Colin Patrick
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:563:1895976 BGP_BH010 2.50 SOIL 24/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:563:1895977 BGP_BH010 8.30 SOIL 24/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:563:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:563:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:566: Description 2 Soil samples.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:571:1895135 BGP_BH008 2 2.50 BGP_BH008_SO_0250 SOIL NAD none Michael Kay
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:571:1895136 BGP_BH008 8 9.00 BGP_BH008_SO_090 SOIL NAD none Michael Kay
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:572:1895135 BGP_BH008 2.50 SOIL 20/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:572:1895136 BGP_BH008 9.00 SOIL 20/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:572:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:572:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:575: Description 2 Soil samples.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:579:1891961 BGP_BH001 4 1.50 BGP_BH001_SO_0150 SOIL NAD none Keith Wilson
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:579:1891962 BGP_BH001 11 9.10 BGP_BH001_SO_0910 SOIL NAD none Keith Wilson
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:580:1891961 BGP_BH001 1.50 SOIL 11/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:580:1891962 BGP_BH001 9.10 SOIL 11/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:580:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:580:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:583: Description 2 Soil samples.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:587:1892230 BGP_BH007 4 2.10 BGP_BH007_SO_0210 SOIL NAD none Colin Patrick
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:587:1892231 BGP_BH007 8 6.55 BGP_BH007_SO_0655 SOIL NAD none Colin Patrick
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:588:1892230 BGP_BH007 2.10 SOIL 16/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:588:1892231 BGP_BH007 6.55 SOIL 16/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:588:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:588:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:591: Description 2 Soil samples.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:595:1891988 BGP_BH002 2 2.00 BGP_BH002_SO_0200 SOIL NAD none Michael Kay
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:595:1891989 BGP_BH002 8 6.90 BGP_BH002_SO_0690 SOIL NAD none Michael Kay
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:596:1891988 BGP_BH002 2.00 SOIL 13/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:596:1891989 BGP_BH002 6.90 SOIL 13/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:596:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:596:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:599: Description One Soil sample.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:605:1888856 BGP_BH009 8 6.50 BGP_BH009_SO_0650 SOIL NAD none Darryl Fletcher
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:606:1888856 BGP_BH009 6.50 SOIL 06/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:606:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:606:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:609: Description One Soil sample.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:613:1887242 BGP_BH011 6 6.35 BGP_BH011_SO_0635 SOIL NAD none D Wilkinson
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:614:1887242 BGP_BH011 6.35 SOIL 05/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:614:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:614:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:617: Description One Soil sample.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:621:1887241 BGP_BH011 2 0.80 BGP_BH011_SO_0080 SOIL NAD none D Wilkinson
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:622:1887241 BGP_BH011 0.80 SOIL 03/08/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:622:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:622:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:625: Description One Soil sample.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:629:1884703 BGP_BH006 3 2.50 BGP_BH006_SO_0250 SOIL NAD none Keith Wilson
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:630:1884703 BGP_BH006 2.50 SOIL 30/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days) Ammoniacal Nitrogen as NH4
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:630:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:630:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:633: Description 2 Soil samples.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:637:1884700 BGP_BH003 3 1.50 BGP_BH003_SO_0150 SOIL NAD none Keith Wilson
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:638:1884700 BGP_BH003 1.50 SOIL 26/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days), Sulphur (free) (7 days), Total
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:638:1886528 BGP_BH003 6.50 SOIL 26/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:638:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:638:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:647:for soils and waters, which provides greater assurance to all parties of the reliability of
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:647:continuing quality of analysis. These schemes cover soil, water and fuel analysis and the schemes
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: BS1377:1990 – Soils for Civil Engineering Purposes
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: The preparation and pre-treatment of potentially contaminated soils prior to chemical
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: This method outlines the procedure used to describe soil samples with respect to basic type, predominant colour
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: DETSC 1002 Description of Soil Sample Type BS 5930:Section 6:1999 n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: This method outlines the procedure used to determine the Stone and Glass/Metal/Plastic content of soil samples.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: DETSC 1003 Stone and Glass / Metal / Plastic Content of Soil 0.10% Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: DETSC 1004 Natural Moisture Content / Loss on Drying of Soil BS 1377: Part 2:1990 0.10% Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: DETSC 1005 Soil Crushing In-house Method n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: Soil samples are weighed to predefined tolerances into batches in preparation for extraction and analysis by
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: DETSC 1006 Soil Weighing In-house Method n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:653: Batches of soil prepared as per DETSC 1006 – Soil Weighing are scanned to create LIMS worksheets for
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: Quantification of asbestos in soils, loose aggregates and PCOM analysis. The analysis may be affected by the client’s requirements as determined by contract review,
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: asbestos in soils and loose aggregates. HSE Contract Research Report N0. 83/1996.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: Respirable Fibres in Soil and Dust n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: The procedure is based upon Walkley and Black’s method. Organic matter in soil is oxidised with potassium
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: DETSC 2002 Organic matter content of soil BS1377 : Part 1 : 1990 0.10% MCERTS(Soils)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: Soil is ignited at 440C and the amount of sample lost on ignition is determined gravimetrically. Other specified
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: The sulphate in the soil is dissolved in dilute hydrochloric acid, or in an aqueous extract having a water:soil ratio
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: Sulphate and Total Sulphur Content of Soil, of 2:1 and the insoluble residue is removed by filtration. Waters are also filtered prior to analysis. The sulphate in
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: The carbonate present in the soil reacts with a known excess of hydrochloric acid liberating carbon dioxide. The BS 1377: Part 1: 1990
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: DETSC 2005 Carbonate content of soil by Rapid Titration acid remaining after the reaction is determined by titration against sodium hydroxide. The result is calculated in 1% UKAS
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: Chloride in the soil is extracted in deionised water and the insoluble material is removed by filtration. Water BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01%
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: Water Soluble Chloride Content of Soil & Chloride
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:654: DETSC 2007 Acid Soluble Chloride Content of Soil and Concrete BS1377: Part 1: 1990 0.01% UKAS
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: The pH value of a soil suspension in water or a groundwater sample is determined electrometrically using a glass BS1377: Part 3: 1990 – Soils for Civil Engineering Purposes – Chemical and
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: DETSC 2008 pH Value of Soil and Water n/a
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: The electrical conductance of a soil suspension in water or of a water sample is determined by voltammetry using Standard Methods for the Examination of water and Wastewater Part 2510B 21st
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: a conductivity meter. In some cases, the soil may need to be extracted with an aqueous solution of an inorganic Edition 2005 APHA, AWWA, WEF
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: DETSC 2009 Electrical Conductivity of Soil & Water 1uS/cm UKAS
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: salt e.g. the conductivity of topsoil is determined by preparing a suspension of the soil in saturated calcium
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: DETSC 2013 Gravimetric Carbonate Content of Soils 0.10% Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: DETSC 2016 Redox Potential of Soil and Water Encyclopaedia of Soils in the Environment 2005 – Redox Potential n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: sample and a direct reading in millivolts is given on the meter attached to the redox probe. Soils are analysed by
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: preparation of a 2:1 water to soil sludge.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:655: DETSC 2017 Salinity of Soils and Waters by Calculation The conductivity of the sample is measured in µS/cm and from this result the salinity is calculated. n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:656: Dried, ground soil is transferred to a dry, tared measuring cylinder and the volume recorded. The cylinder and its
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:656: DETSC 2019 Loose Packed Dry Soil Density BS3882:2007 Specification for Topsoil n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:656: contents are then weighed and the density of the soil calculated.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:656: liberated sulphide in soils and similar matrices (2010) - Blue Book 228 Method D -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:656: Soils: 10mg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:656: DETSC 2024 Sulphide in Soil and Water by Iodometry Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:657: DETSC 2039 Cation Exchange Capacity of Soil quantity of Mg2+ ions adsorbed (i.e. the CEC value) is determined by loss from magnesium sulphate solution methodologies and preparation of standard materials for laboratory analysis. 1 meq/100g Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:657: Formaldehyde in soil is extracted in water, with a water to soil ratio of 10:1. The insoluble residue is removed by
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:657: filtration prior to analysis. Waters are filtered prior to analysis to remove any particulates in suspension. Soil: 0.2mg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:657: Liquid samples and aqueous soil extracts are filtered through a 0.22μm syringe filter prior to analysis. The filtered
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:657: samples are injected into an Ion Chromatograph. The anions of interest are separated on the basis of their affinity Soil: 1.0 mg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:657: Anions in Water and Aqueous Soil Extracts by Ion Standard Methods for the Examination of Water and Wastewater Section 4110 21st
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:657: DETSC 2066 Gypsum Content of Soil by Acetone Precipitation The precipitate is separated out using a centrifuge then re-dissolved in water. The conductivity of the resulting TBC Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: ANC is a measure of the buffering capacity of soils and other waste materials. The analysis measures the amount
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: Acid Neutralisation Capacity of Soils and Other of acid required to bring the sample to a fixed pH. The initial pH of the sample extract must be measured before
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: The sulphate and magnesium in the soil are extracted in an aqueous extract having water: soil ratio of 2:1 and the
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: Extract of Soil by ICP-OES determined by Inductively Coupled Plasma Optical Emission Spectroscopy (ICP-OES). The wavelengths used for
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: Soil samples are treated with phosphoric acid to expel any inorganic carbonates. The samples are then heated at
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: DETSC 2119 Exchangeable Ammonia in Soil 0.5mg/kg MCERTS(Soils)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: ammonia content of the distillate is then determined colorimetrically either using the UV/vis spectrophotometer or Soil: 0.01%
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: DETSC 2121 Total Kjeldahl Nitrogen Content of Soils and Waters the Konelab 60i. Ammonia reacts with hypochlorite ions generated by the alkaline hydrolysis of sodium Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: Boron in soil is extracted in boiling saline water. Waters are filtered prior to analysis to remove any particulates in
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: and managing potential contamination on former gasworks and associated sites (Part I) Soil: 0.2mg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:658: DETSC 2123 Water Soluble Boron in Soil & Boron in Water (Version 3) Method 17.12 MCERTS(Soils)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:659: Soils mg/kg:
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:659: Water samples are filtered through a 0.45μm syringe filter and solid samples are extracted with 1M caustic soda Phenol=0.3 Soils: MCERTS
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:659: Soils further 2 hours. Excess acid is then titrated with sodium hydroxide solution, and from this result the neutralisation
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:659: lost during normal sample preparation procedures. Samples are treated with sulphuric acid and a mixture of Fluoride in Waters, Effluents, Sludges, Plants and Soils 1982 (HMSO Publication
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:659: DETSC 2142 Acid Soluble Fluoride in Soils and Sludges 1mg/kg Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:659: DETSC 2143 Partition Coefficient of Soil (Kd Value) a known concentration in the sample and then mixed for a further 48 hours. Analysis is then performed on the TBC Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:659: The dried and crushed sample is treated with sodium acetate to produce acetic acid. The acid produced is titrated BS EN 16502: 2014 – Test method for the determination of the degree of soil acidity
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:659: DETSC 2144 Baumann-Gully Acidity in Soils TBC Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:660: Hexavalent Chromium in Soil by Colourimetric
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:661: Metals in soils and associated materials are extracted by boiling in a mixture of hydrochloric and nitric acids. The As, Be Cu =0.2, Ba=1.5, Cd=0.1, UKAS (all listed)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:661: Metals in Soil by ICP-OES As, Standard Methods for the Examination of Water and Wastewater Part 3120 B – 21st
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:661: spectroscopy (ICP-OES). Pb=0.3, Fe=12, Se=0.5, V=0.8, Ni, MCERTS (All soils listed except Fe)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:661: DETSC 2304 Zinc Equivalent in Soil (By Calculation) In-house Method n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:661: Dried and crushed soil samples are digested on a temperature controlled hotblock with hydrogen peroxide and
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:661: Extractable metals in soil are extracted by shaking the soil in 1M Ammonium Nitrate for 30 minutes. The BS 3882:2015 - Specification for topsoil.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:661: Extractable Magnesium and Potassium in Soil by ICP-
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:661: Extractable phosphorus in soil is extracted by shaking the soil in 0.5M Sodium Hydrogen Carbonate for 30 BS 3882:2015 - Specification for topsoil.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:661: DETSC 2310 Extractable Phosphorus in Soil by ICP-MS minutes. The concentration of phosphorus extracted is determined by Inductively Coupled Plasma Optical n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: DETSC 2311 Water Soluble Boron in Soil by ICP-OES The analysis of Agricultural materials MAFF/ADAS – reference book 427 HMSO 0.20mg/kg Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: Sulphur compounds in soil are extracted using aqua regia and the insoluble residue is removed by filtration. The
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: DETSC 2320 Total Sulphur in Soil and Aggregate by ICP-OES 0.01%
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: The sulphate in the soil is extracted in dilute hydrochloric acid and the insoluble residue is removed by filtration.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: Total Sulphate Content of Soil and Aggregate by ICP- The filtrate is made up to volume and the concentration of sulphate in the filtrate is determined by Inductively
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: Sulphur compounds in soil are extracted using aqua regia and the insoluble residue is removed by filtration. The
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: DETSC 2322 The sulphate in the soil is extracted in dilute hydrochloric acid and the insoluble residue is removed by filtration. 0.01% Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: The mercury is extracted from soil in aqua regia with gentle refluxing. The extract is filtered to remove
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: DETSC 2325 Mercury in Soil Atomic Fluorescence Spectroscopy particulates and diluted to volume. Treatment with tin (II) chloride reduces mercury (II) to mercury (0) vapour PSA Method – Millennium Merlin Method for Mercury in Sludge, Soils and Sediments 0.05 mg/kg MCERTS(Soils)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: Soils are air-dried and crushed before being subjected to hotblock extraction. Waters and aqueous samples are Soil: 100µg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: Soils, waters and aqueous samples are tested on an as-received bases. A known quantity of sample is extracted Soil: 0.6µg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: Bioaccessibility Assay for Lead in Soil.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:662: DETSC 2400 Unified Barge Bioaccessible Metals in Soils Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: BS 7755 – Soil Quality; Section 5.4: Determination of particle size distribution in
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: mineral soil material – Method by sieving and sedimentation
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: breaking down any soil aggregates into the component sand/clay/silt particles. The sample is then wet-sieved
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: DETSC 2502 Particle Size Distribution of Topsoils BS 1377 – Soils for civil engineering purposes; Part 2: Classification tests n/a Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: Simplified Method for Soil Particle-Size determination to Accompany Soil-Quality
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: Analyses – Kettler, Doran & Gilbert, American Journal of Soil Science May/June 2001
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: Soil samples are extracted with a water-immiscible solvent and filtered to remove the water. The solvent is
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: DETSC 3001 Solvent Extractable Matter in Soil 40mg/kg Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: Soils are extracted in dichloromethane (DCM) by sonication. The elemental sulphur concentration is determined
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: National Grid Property Holdings Limited, Methods for the Collection and Analysis of Soil: 0.75mg/kg Soil: MCERTS
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: DETSC 3049 Elemental Sulphur in Soils and Waters by HPLC Samples from National Grid Sites, Version 1, September 2006. Section 3.12 Soil
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: column and a mobile phase composed of 95% methanol and 5% water. Waters and aqueous extracts of soils are
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: Soil mg/kg:
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: Aliphatic and aromatic petroleum hydrocarbons (C10-C35) are extracted from soil and water using n-Hexane. The AL10-12 =1.5, AL12-16 =1.2, AL16-
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: National Grid Property Holdings Limited, Methods for the Collection and Analysis of Soil: MCERTS(C10-C35 only)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: DETSC 3072 Aliphatic / Aromatic TPH by GC-FID Samples from National Grid Sites, Version 1, September 2006. Section 3.12 Soil
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: Soils and associated materials are extracted in dichloromethane (DCM) using sonication. The PAH concentration
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: DETSC 3301 PAH in Soil by GC-FID UKAS (16 PAH's only)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: Soils are extracted into hexane: acetone by shaking. The PAH concentration is recorded both as “Total PAH” and
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: DETSC 3302 Hexane / Acetone Extracted PAH in Soil by GC-FID Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: The PAHs in the soil sample are extracted into hexane: acetone by shaking. The PAHs in the extract are separated UKAS (All 16 PAH's)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:663: DETSC 3303 Polyaromatic Hydrocarbons in Soils by GC-MS Semivolatile Organic Compounds by Gas Chromatography – Mass Spectrometry
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: Soil: 10 mg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: USEPA Method 3550C – Ultrasonic Extraction. Soil: MCERTS
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: Extractable Petroleum Hydrocarbons (EPH) in Soil, gas chromatography/flame ionisation detection (GC-FID) analysis using a 1:1 mixture of diesel and mineral oil as
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: DETSC 3312 Hexane Extractable Petroleum Hydrocarbons (HPH) USEPA Method 8015B – Non-Halogenated Organics Using GC/FID Soil: 5 mg/kg Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: BTEX, MTBE and PRO in soils are determined via Headspace GC-FID. Individual aromatic compounds are MCERTS(Soils)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: DETSC 3321 BTEX, MTBE & PRO in Soils by Headspace GC-FID quantified by external calibration against known standards. PRO range is banded using alkane markers to define EPA Methods 5021 and 8015D 0.01 mg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: BTEX, MTBE and PRO in soils are determined via Headspace GC-FID. Individual aromatic compounds are
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: An as-received soil sample is extracted in Hexane:Acetone (1:2) using sonication methodology. The sample is PCB 28=1.25 PCB 52=1.12 PCB
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: DETSC 3401 PCBs in Soils by GC-MS separated by gas chromatography and identified by mass selective detector. Quantification is carried out within EPA Method 8082 - Polychlorinated Biphenyls (PCBs) by Gas Chromatography. 101=1.32 PCB 118=1.43 PCB MCERTS(Soils)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: Soil: 0.2mg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: Organotin compounds are extracted from soil and liquid samples by shaking with hexane. The extract is
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: DETSC 3421 Organotin Compounds in Soils and Waters by GCMS TBC Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: The method covers the range of volatile organic compounds with boiling points up to 220°C. Soil samples in salty
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: Volatile Organic Compounds in Soils by Headspace USEPA Method 8260B, Volatile Organic Compounds by Gas Chromatography/Mass
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: The SVOCs in the soil sample are extracted into DCM: Acetone by shaking. The SVOCs in the extract are
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:664: DETSC 3433 Semi-Volatile Organic Compounds in Soils by GCMS Semi volatile Organic Compounds by Gas Chromatography – Mass Spectrometry Individual SVOCs: 0.1 mg/kg UKAS
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:665: DETSC 3447 Acid Herbicides in Soils by LCMSMS EPA Method 615 35ug/kg UKAS
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:665: Phenol and British Gas Phenols in Soils and Waters Phenol Soils0.01mg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:665: DETSC 3451 with DCM evaporated to dryness under nitrogen and re-dissolved in DCM. Soils and associated materials are TBC Not Accredited
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:665: British Gas Phenol Soils0.5mg/kg
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:665: aqueous matrices. Neat oil samples, oil samples diluted in dichloromethane (DCM), DCM extract from soil
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:666: DETSC 5008 Calorific Value of Soil material is calculated making any necessary corrections for heat generation not associated with the combusting ISO 19208. 1MJ/kg UKAS
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:666: Mercury in Coal, SRF and Biomass by Atomic PSA Method – Millennium Merlin Method for Mercury in Sludge, Soils and
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:672:Table E1: Soil GAC Protective of Human Health - Metals, Inorganics, and Hydrocarbons
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:672: Elements present naturally in soil with typically low toxicity
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:673:Table E2: Soil GAC Protective of Human Health - Volatile Organic Compounds
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:673: Elements present naturally in soil with typically low toxicity
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:676:Table E1: Soil GAC Protective of Human Health - Metals, Inorganics, and Hydrocarbons
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:676: Elements present naturally in soil with typically low toxicity
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:677:Table E2: Soil GAC Protective of Human Health - Volatile Organic Compounds
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:677: Elements present naturally in soil with typically low toxicity
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:694:The geometry of the soil layers and slab was also simplified to a slice of length 200m (in the X direction), with
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:694:was modelled 50m from the X boundary of the soil volumes in order that edge effects (differential settlement)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:694:slab edge) as the load surface area is very large compared with the total thickness of soils. Stress points
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:695:Model geometry showing soil layers (colours as per borehole), slab (dark grey) and imposed load (blue arrows).
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:695: Material model Hardening soil
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:695: Drainage conductivity m/day 0.00001 Matrix-dominated clay soil. K < 10-9m/s
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:696:Material model Hardening soil
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:696:Material model Hardening soil
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:697: Drainage conductivity m/day 0.12 medium soil 20/40/40 clay/silt/sand
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:697: and replace with a soil volume representative of the Granular Made Ground (defined in the structures
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:698: Time to reach dissipate and reach full consolidation of all soils. 90% can be
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:698:that for large areas of the site, the underlying soils have in the recent past been subjected to significantly
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:701:Towards the edges of the slab where there is less stress on the soils, the predicted settlement is
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:701:By analysing the total displacements in the soil layers beneath the slab at the end of the final consolidation
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:701:settlement is the Glaciolacustrine Deposits which are relatively soft and compressible soils.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:701:take place after the construction period and imposed loadings due to the low permeability of the soils.
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4:former industrial land use and alluvial/estuarine soils overlying rock at depth, it is proposed that the
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:5:and hidden from view such that no investigation can be exhaustive to the extent that all soil conditions
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:works. Consideration of site levels and the nature of the soils directly underlying the made ground
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:Below the made ground deposit a natural soil sequence is present. This comprises a thin veneer of
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:10:column loads. Given the compressible nature of the alluvial soils beneath the site, and the attendant
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: soils to form a seal
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: Soils are cohesive in
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: soils. Future
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:18: (1) MADE GROUND (Loose ash soil ll).
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:2:industrial land use and alluvial/estuarine soils overlying rock at depth, it is proposed that the main structure
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:2: level within the natural soils is noted and will further inhibit ground gas movement.
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:20: contaminants in the soils which could leach into watercourses on the ERF
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:20: undertaken that includes the removal of contaminated soils and other
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:20: toxic compounds in the soils. Given that remediation work has taken place
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:21: any toxic compounds in the soil that would be likely to impact on the
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:42: the removal of nitrogen and other nutrients within the plants and soils and
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:47: associated with ground preparation and temporary storage of soils and
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:52: the removal of nitrogen and other nutrients within the plants and soils and
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:73:Describe, as appropriate, the geology, geomorphology; origins - natural or artificial; hydrology; soil type; water quality;
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:73: Soil & geology basic, neutral, shingle, sand, mud, clay, alluvium, peat,
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:73: Soil mainly mineral
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:74:Describe the surface area, general geology and geomorphological features, general soil types, general land use, and climate
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:81:the soil is free-draining and has only a thin peat layer. The principal type present is heather –
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:81:and northern moors where the soil is less free-draining. Purple moor-grass Molinia caerulea
R-2023-0246-RMM-428219 - R_2023_0246_RMM Reserved matters for R20190767OOM Construction of an energy recovery facility at Grangetown Prairie, Land East of John Boyle Road - Further Informat.pdf:4:Best and most versatile agricultural land and soils
R-2023-0246-RMM-428219 - R_2023_0246_RMM Reserved matters for R20190767OOM Construction of an energy recovery facility at Grangetown Prairie, Land East of John Boyle Road - Further Informat.pdf:4:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2023-0246-RMM-428219 - R_2023_0246_RMM Reserved matters for R20190767OOM Construction of an energy recovery facility at Grangetown Prairie, Land East of John Boyle Road - Further Informat.pdf:4:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2023-0246-RMM-428219 - R_2023_0246_RMM Reserved matters for R20190767OOM Construction of an energy recovery facility at Grangetown Prairie, Land East of John Boyle Road - Further Informat.pdf:4:on soil protection for site restoration and aftercare is available on Gov.uk website. Detailed guidance on
R-2023-0246-RMM-428219 - R_2023_0246_RMM Reserved matters for R20190767OOM Construction of an energy recovery facility at Grangetown Prairie, Land East of John Boyle Road - Further Informat.pdf:4:Should the development proceed, we advise that the developer uses an appropriately experienced soil
R-2023-0246-RMM-428219 - R_2023_0246_RMM Reserved matters for R20190767OOM Construction of an energy recovery facility at Grangetown Prairie, Land East of John Boyle Road - Further Informat.pdf:4:specialist to advise on, and supervise soil handling, including identifying when soils are dry enough to be
R-2023-0246-RMM-428219 - R_2023_0246_RMM Reserved matters for R20190767OOM Construction of an energy recovery facility at Grangetown Prairie, Land East of John Boyle Road - Further Informat.pdf:4:handled and how to make the best use of soils on site.
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:24: soil will be wetter, fast growing white willow have been proposed which will assist
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:52: additional actions (such as excavation, treatment and backfill of impacted soils,
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:70: site entrance. Therefore, the sensitivity of the area to dust soiling and human
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:85: and temporary storage of soils and its implemented
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:106: Ecology onto the site and existing soils to be sorted and replaced after enabling works
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:107: investigation to characterise soil and groundwater conditions. Subsequently, a
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:107: Minimising the amount of exposed ground and soil stockpiles from which water This commitment is still applicable and will be
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:15: preparation and temporary storage of soils and its final use in the remediation and
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:22: soil will be wetter, fast growing white willow have been proposed which will assist
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:3: 7.1 Concentrations in soil……………………………………………………………………………………………………………..14
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:8: document “Human Health Toxicological Assessment of Contaminants in Soil”, ref SC050021 (2009).
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:8: Source: Contaminants in soil: updated collation of toxicology data and intake values for humans: dioxins, furans and
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:9: pathways following the deposition of particles to soil. These pathways include:
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:9: • ingestion of soil and dust;
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:9: • uptake of contaminants from soil into the food-chain (through home-grown produce and
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:9: Ingestion of soil Yes Yes
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: Both the HMIP and the USEPA note that the contribution from dermal exposure to soils impacted
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: subsistence farmer in a subarea with high exposures, the risk resulting from soil ingestion and
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: 7.1 Concentrations in soil
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: The concentration of each chemical in the soil is calculated from the deposition results of the air
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: calculating the accumulation of pollutants in the soil are as follows:
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: • the soil mixing depth is taken as 2 cm in general and 30 cm for produce.
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: In order to assess the amount of substance which is lost from the soil each year through
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: volatilisation, leaching and surface run-off, a soil loss constant is calculated. The rates for leaching
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: It is also assumed that 100% of the plant materials eaten by animals is grown on soil contaminated
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: Assessment of Contaminants in Soil”. The calculation also takes account of time spent outside, since
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: 7.4.2 Intake via soil ingestion
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: This calculation allows for the ingestion of soil and takes account of different exposure frequencies.
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: It allows for ingestion of soil attached to unwashed vegetables, unintended ingestion when farming
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: or gardening and, for children, ingestion of soil when playing.
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:18: Source: Contaminants in soil: updated collation of toxicological data and intake values for humans, Dioxins, furans and
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:19: type assumes the direct inhalation, and ingestion from soil, drinking water, and home-grown eggs
R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:20: 100% of the plant materials eaten by the animals is grown on soil contaminated by emission
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:10: soils.
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: health in soils across Grangetown Prairie
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: Treatment of excavated soils impacted with NAPL in line with
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: Segregation of soils with ACM for treatment and reuse.
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: Remediation of soils impacted with contaminants above
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: contaminants in soils (if any remain
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: The localised permeable surfaces may have the potential to promote localised increases in soil
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: the upper ~2.5 m of soil has been remediated to the Water Resources compliance criteria to be
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:16: Provided that the upper ~2.5 m of soil has been remediated to the Water Resources compliance
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:19: covered as soon as possible to prevent soil erosion and silt runoff;
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:31:Contaminated soil that is (or must be) disposed of is waste. Therefore, its
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:14:5.11.2 As there is a potential for odour from contaminated soils the site management team will carry
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:32:This will include the removal and/or treatment of contaminated soils and the
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:32:the area for future developments. Soils stored in other areas of the STDC site may
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:33:• Removal and replacement of contaminated soils to a depth of up to 2.5 meters
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:33:• Where materials such as scrap metals or highly contaminated soils can not be
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:36:movement of earth and storage of soils, there is the potential that soils from the
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:40:and northern moors where the soil is less free draining. On the western, southern
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:40:and central moors where the soil is free draining, the site contains the Annex I
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:44:the STDC site14. As soils from one of these six locations may be transported and
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:44:storage or use of materials. The potential impacts from storage or use of soils in
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:45:During remediation, there is the potential for contaminated soil or accidental
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:51:from soil storage in other areas of the STDC and use of other soils from STDC
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:52:removing much of the contamination that is currently present within the soils.
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:53:During remediation, there is the potential for contaminated soil or accidental
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:53:potential for contaminated soil or accidental pollution entering these watercourses
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:54: • the decontamination of surrounding soils to ensure highly contaminated
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:54: soils are removed in proximity to the culverts prior to the daylighting
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:69:This will include the removal and/or treatment of contaminated soils and the
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:69:the area for future developments. Soils stored in other areas of the STDC site may
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:70:• Removal and replacement of contaminated soils to a depth of up to 2.5 metres
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:70:• Where materials such as scrap metals or highly contaminated soils can not be
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:100:support notable invertebrate species. The majority of soils within the proposed
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:109:potential for contaminated soil or accidental pollution to enter either the Holme
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:110:this information, as much of the soils within the area are too compacted to qualify
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:111:site primarily consists of compacted soils and/or hard standing land, likely limited
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:117: Cleveland Coast Cross Connector and/or soils from construction work the Teesmouth and Cleveland Coast SPA Phasing plan effects.
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:117: Teesmouth and Pollution of Holme Beck, Dust, water or contaminated soils Potential impact to qualifying species CEMP No significant residual
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:137: 1. Known history of disturbance at the site or evidence that soil has been
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:138:has developed a very thin layer of soil so that the surface may be loose but with
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:138:Infrastructure, construction or other purpose, currently unvegetated, but the soil
R-2022-0354-CD-Archaeological Recording WSI.pdf:7:7.7 Excavated soil should be searched as practicable for finds. Retention of finds will depend on their
R-2022-0354-CD-Archaeological Recording WSI.pdf:8: soil sampling is unlikely to be required. Soil samples will only be taken from deposits that can be
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:4:If materials such as scrap metals or highly contaminated soils are encountered during the mound
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:10:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Potential
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:10:risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:10:contact with or ingestion of soils on the site. Soil pH was noted to be strongly basic / alkaline.
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:16:and road safety any HGV leaving the item will be appropriately covered to avoid soiling of the
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:16:risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:16:contact with or ingestion of soils on the site. Soil pH was noted to be strongly basic / alkaline.
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:23:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Potential
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:23:risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:23:contact with or ingestion of soils on the site. Soil pH was noted to be strongly basic / alkaline.
R-2021-0832-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:44: 9 2 Urban -bare ground (bare soil) 1 ha Reedbed (f. good); 1 ha OMH (f. good) 4 15.82 11.82 5.91
R-2021-0832-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:48: 9 2 Urban -bare ground (bare soil) 1 ha Reedbed (f. good); 1 ha OMH (f. good) 4 15.82 11.82 5.91
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:29: 9 2 Urban -bare ground (bare soil) good) 4 15.82 11.82 5.91
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_23. Use of natural resources.pdf:1:resources, in particular land, soil, water and biodiversity, considering as far as possible the sustainable
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_5. Approach to the EIA.pdf:1: by the project and the regulated activity: population, human health, biodiversity, land, soil, water,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_5. Approach to the EIA.pdf:9: • Land, soil, water, air and climate.
R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:7:Distance to site boundary: the reserve. Man made landforms support scrub, grassland and bare soil substrates. A wide panoramic scene with vast open skies. Wooded slopes of
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:2:or being adversely affected by, unacceptable levels of soil, air, water or noise pollution……”
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:9: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:9: of soils in front of the proposed quay wall to create the berth pocket.
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:12:be present in soils and groundwater within the landward parts of the proposed scheme footprint. This
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:12:scheme boundary and on neighbouring land. Construction activities will disturb soils and groundwater and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:25:The proposed scheme requires the excavation of soils/landside materials from the riverbank in front of the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:25:proposed new quay wall to create the berth pocket. There is therefore the potential for some of the soils to
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:facilitate the recovery of soil and groundwater samples for laboratory analysis. The findings of the intrusive
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:2:“a) protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils (in a
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:19:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
R-2020-0685-ESM-EA R_2020_0685_ESM 4 March 2021 OFFICIAL.pdf:3: Details of the control measures to reduce spill of soils during landside excavation.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:3: • C3 Excavation of soils/landside materials within the riverbank to create the berth pocket to be
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:7: The potential effect of excavating soil to risk associated with The project would not give
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:C3 Excavation of soils/landside materials present in the made ground which could be mobilised during
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:Section 8.4.5 highlights a number of potential sources of contamination with the soils in the study area.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:scheme footprint (landside) to facilitate the recovery of soil and groundwater samples for laboratory analysis,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:There is the possibility that any contamination identified in the soils could be mobilised and discharged into
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23:control measures required to be implemented for potentially contaminated soils i.e. site characterisation and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:in potentially contaminated soils. Effective mitigation measures to ensure contamination is managed and
R-2020-0685-ESM-OFFICER REPORT.pdf:9: Details of the control measures to reduce spill of soils during landside
R-2020-0685-ESM-OFFICER REPORT.pdf:14:describes the risk of dust soiling impacts during the construction phase as
R-2020-0685-ESM-OFFICER REPORT.pdf:21:the excavation of soils/landside materials from the riverbank in front of the
R-2020-0685-ESM-OFFICER REPORT.pdf:24:1,415,000m3 of soils being excavated in order to facilitate the creation of the
R-2020-0685-ESM-OFFICER REPORT.pdf:25:The proposed development is to involve the re-use of excavated soils on-site.
R-2020-0685-ESM-OFFICER REPORT.pdf:25:The re-use of soils therefore has the potential to affect the Tees estuary due
R-2020-0685-ESM-OFFICER REPORT.pdf:25:to leaching of contaminants. Any soils that are to be re-used will however be
R-2020-0685-ESM-OFFICER REPORT.pdf:26:comprise intrusive ground investigation works to facilitate the recovery of soil
R-2020-0685-ESM-OFFICER REPORT.pdf:26:to characterise the soils and groundwater within the application site and
R-2020-0685-ESM-OFFICER REPORT.pdf:67: potential to cause nuisance to, and soiling of, sensitive receptors.
R-2020-0685-ESM-OFFICER REPORT.pdf:69:describes the risk of dust soiling impacts during the construction phase as
R-2020-0685-ESM-OFFICER REPORT.pdf:90:within on-site soils or structures to be demolished. These risks have the
R-2020-0685-ESM-OFFICER REPORT.pdf:98: • Details of the control measures to reduce spill of soils during landside
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: excavation of soils / landside materials within the riverbank to create the berth pocket (as the
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: king piles with steel sheet pile infills. All piles would be installed through soils on land; no piling
R-2020-0685-ESM-Appendix 11_Air quality assessment method.pdf:1:potentially be affected by dust soiling. For locations with a statutory designation, such as a Sites of Specific
R-2020-0685-ESM-Appendix 11_Air quality assessment method.pdf:2: Dust Soiling Effects Health Effects of PM10 Ecological Effects
R-2020-0685-ESM-Appendix 11_Air quality assessment method.pdf:2: the designated features may be affected by dust soiling.
R-2020-0685-ESM-Appendix 11_Air quality assessment method.pdf:3:Table A18.3 Sensitivity of the area to dust soiling effects on people and property
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:4: Seabed / Land / Soil Quality
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:1: of biodiversity or geological value and soils (in a impacts and subsequent mitigation
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:1: of soil, air, water or noise pollution or land instability.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on surface waters Volume of soils to be excavated is approximately There is the potential for earthworks to disturb
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on human health Volume of excavated soils circa 1,415,000m3. Earthwork required during the construction
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:11: • Soil and Groundwater Baseline Characterisation Study Teesside Works, Factual Report June
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:designation indicates that the soil is easily able to transmit pollution to groundwater, which is characterised
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:by high leaching potential of soils and the absence of low permeability superficial deposits. A medium
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:depot. This described Made Ground soils as black and ashy overlying slag cobbles and boulders. Black
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:odorous tar was observed in shallow soils within one exploratory hole location within the oil depot boundary.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:as ashy Made Ground overlying slag gravels and boulders. Within Made Ground soil samples, there were
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:fill to a maximum depth of 13mbgl underlain by Alluvium. Made Ground soil analysis recorded TPH at a
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:Construction of the proposed scheme will require substantial earthworks with up to 1,415,000m3 of soils
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:undertaken which will comprise intrusive ground investigation works to facilitate the recovery of soil and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:potentially contaminated soils and demolition materials or by accidental spillage whilst handling, storage or
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:treatment of potentially contaminated water or soils.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:required to characterise the soils and groundwater within the proposed scheme footprint and assess the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:Given the historic uses of the site, there is a risk that any contamination present within the on-site soils or
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:The proposed re-use of excavated soils on-site has the potential to affect the Tees estuary due to leaching
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:of any contaminants which may be present. However, soils to be re-used on site will be assessed for their
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:4:Table 5-1: Soil Types to be dredged 51
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:4:Table 5-2: Particle size distribution for dredged soil types 52
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61:Available soil data indicates that it is expected that the dredging material consists of different soil types. A
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61:summary of the expected dredging soil types based on the ground investigation data (Definitive Feasibility
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61:Table 5-1: Soil Types to be dredged
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61: Soil type Stratum Description
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61: Soft soil material gravelly CLAY of low plasticity.
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61: Hard soil material Mercia Mudstone Group -11 and deeper MUDSTONE weak with occasional
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:62:distribution of the two soil types has been adopted as shown in Table 5-2.
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:62:Table 5-2: Particle size distribution for dredged soil types
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:63:The sediment will be dredged using two types of dredgers. The soft soil material below a depth of -5mCD
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:63:used to dredge material above this level. The hard soil material will also be dredged by the BHD because
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:64:begin with the BHD removing the soft soil material above a level of -5mCD, followed by the TSHD and the
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:64:BHD working in parallel on dredging the soft soil material below the level of -5mCD, and then the BHD will
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:67:This section describes the backhoe dredge and disposal cycle for the different soil types and depth layers.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:5:quay wall to create the berth pocket will remove both intertidal sediments and landside materials / soils.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:24:(terrestrial) soils that are present will be excavated to the required depth to allow for the creation of the berth
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:8: and in particular without risk to water, air, soil, plants or animals, without causing a nuisance through
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:10:Inert waste and soils are proposed to be re-used on site dependent on ground investigation (in the case of
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:10:the soils).
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: • Excavation of 1,140,000m3 of soils within the riverbank in order to create the berth pocket. It is
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: characterise soils on site prior to excavation to confirm that they are suitable for use.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:15: • Excavation of approximately 275,000m3 of existing soils behind the proposed combi-wall in order to
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:Concrete: Soils and landside materials Asbestos:
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:- Three concrete jetties and wharf - Soils and landside materials (made - Possibly in substation, an
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22: structures (approximately ground) – 1,140,000m3 of soils and asbestos demolition survey will be
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22: - Soils – 275,000m3 of soils from behind
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:25:It is anticipated that the excavated soil would be retained on site for reuse as general fill as part of the cut
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:25:and fill balance associated with the construction process. Any excavated soil that is surplus to requirements
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:25:or which does not meet the requirements for it to be ‘suitable for use’ would be sent to a soil conditioning
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:32:recovery, for example to a soil conditioning facility; or beneficial use as restoration material at a local landfill,
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:48: 2010 No 11 2010 No 11 for soil <75,000 tpd
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:geological, hydrogeological and soil properties within a single square kilometre”.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:Groundwater vulnerability classification is a product of soil type and the underlying geology; however, the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19: Excavation of soils
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19:4.2.6 There would be a requirement for the excavation of approximately 275,000m3 of existing soils
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19:4.2.7 There is also a requirement to excavate soils/landside materials within the riverbank in order to
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19: The total volume of soils / landside materials to be excavated to create the berth pocket is
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_25. Health risk assessment.pdf:1:that any contamination present within the on-site soils or structures to be demolished could be mobilised
R-2020-0685-ESM-CON LAND 685.pdf:2:be developed to ensure imported soils do not have the potential to cause harm to
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:14:This habitat type is assumed to be present where a layer of soil covers coal or other substrates. The EP1HS
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: excavation of soils / landside materials within the riverbank to create the berth pocket (as the
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: king piles with steel sheet pile infills. All piles would be installed through soils on land; no piling
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:12:3.19 There would be a requirement for the excavation of approximately 275,000m3 of existing soils
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:28: contamination to be present in soils and groundwater within the landward parts of the proposed
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:28: Construction activities will disturb soils and groundwater and may result in the mobilisation of
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:10: during the construction phase have the potential to cause nuisance to, and soiling of, sensitive
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:12: Approximately 275,000m3 of soils would be excavated to install the tie rods
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:12: of soils/landside material would need to be excavated to create the berth
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14:The sensitivity of human receptors to dust soiling and health effects of particulate matter associated with
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14:Sensitivity of people to dust soiling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14: Dust soiling Medium Medium Medium Medium
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14:Table 18.9 to determine the risk of impacts with no mitigation applied. The risks concluded for dust soiling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14: Dust soiling High Risk Medium Risk Medium Risk Negligible Risk
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14:The risk of dust soiling impacts during the construction phase were therefore described as ‘high risk’ for
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_1. Introduction.pdf:3:3.6 Capital dredging of marine sediments and excavation of soils / landside materials within
R-2020-0685-ESM-DECISION NOTICE.pdf:2: • Details of the control measures to reduce spill of soils during
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:3:5.1 Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, 2004
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:6:within on-site soils may also constrain the re-use of excavated materials on site.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:6:It is recommended that an intrusive ground investigation is undertaken to evaluate soil quality and identify
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: • Excavation of 1,140,000m3 of soils within the riverbank to create the berth pocket. It is assumed
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: soils on site prior to excavation;
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: • Excavation of approximately 275,000m3 of existing soils behind the proposed combi-wall in order
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:9: • CORUS UK LTD. (2004) Soil and Groundwater Baseline Characterisation Study Teesside Works,
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:5.1 Enviros, Soil and Groundwater Baseline Characterisation Study
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:water sampling and laboratory testing. The soil results were assessed against Soil Guideline Values (SGVs)
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:and 3AT6). The exploratory hole logs describes Made Ground soils as black ashy topsoil overlying slag
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:cobbles and boulders to a maximum depth of 6.30m bgl in 3AT2. Laboratory analytical results for soil
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:in Table 3-2. Analytical results for soil samples collected from this location recorded an exceedances of the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:threshold value (1,200mg/lt) was also recorded at 3,690mg/lt in a soil sample collected at 9.5m bgl.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:90,900mg/kg and xylenes at 304mg/kg in a soil sample collected from 3AT1B1 at 0.1m bgl which
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:guideline value of 5,000mg/kg within other soil samples collected from the oil depot.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:slag gravels and boulders. Soil samples collected from six of the trial pits (DBT22 at 3.2m bgl, DBT23 at
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:alkaline pH above pH 10, with the most elevated pH recorded at pH 11.3 in DBT23. A soil sample collected
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:from DBT25 at 3.5m bgl recorded an exceedance of UK Soil Guideline Value (SGV) protective of a
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:Zinc was recorded above the DIV threshold level of 720mg/kg within soil samples collected from five of the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:soil with furnace bricks and slag cobbles. Soil samples at both 0.1m bgl and 4.0m bgl had exceedances for
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:26:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:26:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:28: • direct exposure through dermal contact, ingestion or inhalation of soils and dusts; and,
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: • inhalation of soil or groundwater derived vapours or ground gases.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: • leaching and dissolution of contaminants from unsaturated soils groundwater;
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: • migration of contaminants in soils during excavation and construction.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:30: Low Risk between Made Ground soils and site users.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:30: soils and dusts the site. The exact construction of the substation is
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: soils B Aquifer (Mercia low sensitivity.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: permeation of Moderate to Elevated hydrocarbons on site soils could potentially
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: soils and dusts the creation of the berthing pocket and quay
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: between Made Ground soils and site users.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: soils regarding the Wood 2019 Outline Remediation
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Direct contact and Elevated hydrocarbons on site soils could potentially
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: soils. Inhalation of neighbouring site Medium Low likelihood
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Groundwater: Previous investigations encountered tarry soils within
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: soils
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: soils. Inhalation of neighbouring site Medium Low likelihood
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34:Tanks and pipework to the Groundwater: hydrocarbon contamination in soils (as recorded in
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: soils Pollution of
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: soils. Inhalation of neighbouring site Medium Low likelihood
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: soils the former benzole plant) at <49mg/kg (Enviros,
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: soils. Inhalation of neighbouring site Medium Low likelihood
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: soils data recorded in previous investigations from this
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: Lateral migration is contamination present in the soils or ground water.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: soils and dusts. Groundwater flow across the adjacent sites is likely
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: Groundwater: site users via direct contact with soils that have
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:Cleveland Borough Council (RCBC)), removal of the South Bank Wharf, the excavation of soils to create a
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:site soils would have excavated from the site with only soils deemed suitable for use (i.e. that do not
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:Where soils remain, these will be covered with crushed stone or hardstanding. Further investigation is
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:required to characterise soils on site prior to excavation to enable waste classification or determine whether
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:During construction there is the potential for the disturbance of soils resulting in dust generation and for site
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:workers to come into direct contact with contaminated soils and groundwater. In addition, localised soil and
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:groundwater or surface water quality. Further ground investigation is required to evaluate soil and
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: imported soils do not have the potential to cause harm to human health or the environment.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:41: 10 Enviros, 2004. Soil and Groundwater Baseline Characterisation Study Teesside Works.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:41: 12 CORUS UK LTD. (2004) Soil and Groundwater Baseline Characterisation Study Teesside
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7:3.4.4 Excavation of soils
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7:There would be a requirement for the excavation of approximately 275,000m3 of existing soils behind the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:8:3.6 Capital dredging of marine sediments and excavation of soils /
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:8:estuarine (marine) sediments and excavation of soils / landside materials within the riverbank to create the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:8:3.4.1 and 3.4.2, with further information regarding the excavation of soils / materials in the riverbank
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:10:3.6.2 Volume of soils / landside materials to be excavated
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:10:in order to install the tie rods to the anchor wall. The total volume of soils / landside materials to be excavated
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:above, soils / landside materials excavated from the riverbank are proposed to be re-used on site, on the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:ground investigations, soils would be disposed of to an appropriately licensed facility.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:13: Excavation of soils in
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:14:fragments or contaminated soil from these plants (and any other INNS which subsequently establishes
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:15:The outline remediation strategy (Wood, 2019) also recommends the testing of soils and materials for re-
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:15:for soils to ensure protection of human health under a commercial land-use scenario. No ‘suitable for use’
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:15:chemical criteria for soils or groundwater (in order to protect controlled waters) are provided. The embedded
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:8: comprise temporary storage of soils in mounds, for
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:8: ground preparation and temporary storage of soils and its final use Approximately
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:16: ground preparation and the temporary storage of soils in mounds, Approximately nature of the ground preparation and storage
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:4: • Seabed / land / soil quality.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7:assumed that excavated soils could be re-used on-site or the adjacent SIZ development without requiring
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:8:This would include dredging of marine sediments and excavation of soils / landside material within the river
R-2020-0685-ESM-RCBC scoping opinion.pdf:8: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
R-2020-0685-ESM-RCBC scoping opinion.pdf:9:development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:temporary storage of soil
R-2019-0427-FFM-Consultee response - Network Rail.pdf:3:foundations onto Network Rail land and soil. There must be no physical encroachment of any foundations onto
R-2019-0427-FFM-6 - RR_WB3B.PDF:1: Area (ha) 5.278 Soil 0.450 Region Number Region 3
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:1: STORAGE OF SOILS AND ITS FINAL USE IN THE REMEDIATION AND
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:2:3. With the exception of soils used to level ground required to host the
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:2: temporary storage mounds hereby approved, all soils placed into the
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:3:8. None of the soils placed into the temporary storage mounds hereby approved
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:3: of the impacts of transporting soils upon the public highway network is
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:3: identifies mitigation measures required to manage the movement of soils on
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:4:9. Prior to the final use of the soils in the implementation of this planning
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:4: soils are to be used for ground preparation and remediation works. The
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:4: harm to biodiversity cannot be avoided as a result of the final use of the soils,
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:1:Storage of Imported Soils for Land Remediation
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:1:South Tees Development Corporation (STDC) are proposing to import and temporarily store suitable soils for
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:1:will include placement of clean cover layers. Soils material is also required for localised regrading to establish
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:1:in the order of 800,000m3 of naturally occurring soil and rock material which is suitable for use in the future
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:1:STDC are submitting a planning application to import soils from the Sirius site at Wilton and to temporarily
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:1:and potential requirements associated with the importation and storage of the soil materials. In particular,
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:2:The source site for the soils material is the Sirius proposed materials handling facility (MHF) at Wilton
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:2:International as identified on drawing 41825-WOOD-XX-XX-DR-WM-0001. The soils material will be spoil
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:2:polyhalite mine at Woodsmith near Whitby, some 37km away. Some 800,000m3 (insitu volume) of soil and
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:2:STDC have identified three main areas for stockpiling of imported soils material as identified on drawing
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:3:Material is also required for infilling subsurface voids and basements. The soils import from the Sirius site
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:3:design statement will also be produced confirming how the Sirius soils are suitable for use and compliant
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:4:Surplus soil and rock material arising from the tunnelling operation on the Sirius site, not required for reuse
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:4:identifies that the landfill can be restored with soil material and does not require a low permeability capping
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:5: the temporary storage of soils and its final use in the remediation and preparation of land for
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:5: • Technical note: South Tees Development Corporation – Stockpiling of Imported Soils
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:6: opportunity relates to the receipt and utilisation of significant quantities of residual clean soil
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:7:2.8 It is proposed that STDC will store the soils received in storage mounds for a temporary period
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:7: accompanying the application. Throughout this ten-year period, soils will be taken from the
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:7: open to STDC to make use of the soils as explained below.
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:7: (soils) at Wilton. Whilst Sirius intends to re-use a proportion of these soils on its own sites in
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:8: STDC’s need for the soils
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:8: million cubic metres or more. The availability of large quantities of free supply/low cost soils in
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:8: boundary would be capable of storing and using around 1,130,000m3 of compacted soils. It is
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:8: expected that STDC will receive around 1,140,000m3 of uncompacted soils which will reduce to
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:8: wider area. The presence of the Sembcorp corridor means that the soils emanating from the
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:8:2.20 The soils emanating from the Wilton tunnel head would be transported approximately 3km
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:8: The volume of soils expected to be received is 800,000m3 unbulked (as it comes out of the ground). A bulking factor of 1.42 has
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:8: been applied which translates to a bulked volume of 1,136,000m3. The soils will be compacted when placed into the mounds at an
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:9: be used for the temporary stockpiling of soils, whilst across the whole application site the soils
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:9: Areas proposed for temporary stockpiling of soils
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:10: soils may subsequently be utilised in preparing land for redevelopment: ‘Final Remediation Use
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:10: which the stored soils may subsequently be utilised in preparing land for redevelopment: ‘Final
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:10: stored soils may subsequently be utilised in preparing land for redevelopment: ‘Final
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:10: stored soils may subsequently be utilised in preparing land for redevelopment: ‘Final
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:12: associated with the temporary storage of soils in mounds, and secondly for its final use in the
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:12:4.2 It is proposed that the soils will be stored in mounds until they can be used in the remediation
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:12: identify three broad locations where the soils will be stored in 6 mounds as detailed below.
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14:4.30 Planning permission is sought to allow the soils to be taken from the temporary storage mounds
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14: the soils are put into productive use to regenerate land and are not stored in perpetuity, RCBC
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:15: which limits the length of time that the soils can be stored in the mounds. In this regard, a draft
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:15:4.31 The volume of soil that will be stored in temporary mounds is capable of being put into final use
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:15:4.32 It is likely that a proportion of the soils will be used as part of development projects for which
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:15: planning permissions will be sought and, therefore, the cumulative impacts of using the soils as
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:15:4.33 It is also to be expected that a proportion of the soils will be used in the preparation and
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:15: and prepare it for development. Any such use of the soils in development projects outwith this
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:15:4.34 Notwithstanding the above, the volume of soils being received and stored, which is expected to
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:20: storage of soils and its final use in the remediation and preparation of sites for regeneration and
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:20: regeneration. The storage and use of soils in these parts of the application site area would
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:22: located within Flood Zone 1, and that small elements of the area where the soils may be put to
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:22:6.20 It is considered that both the activities involved in placing the soils into the mounds, and the
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:22: of soils into the mounds. Measures for dealing with the management of sediment in the drainage
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:23:6.26 The proposed storage and use of imported soils will, therefore, form part of a suitable
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:23:6.27 Initial testing of the soils to assess its suitability for use as a capping material has been
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:23: undertaken as reported in the Technical note ‘Stockpiling of Imported Soils for Land
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:23: the soils to enable them to consider the impacts of the application proposals on likely future
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:23:6.31 As set out in section 2.0, all soils emanating from the Sirius tunnel head at Wilton to the
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:25: potential effects of the works, both the temporary storage and final use of the soils, on habitat
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:26:6.47 In theory, the final use of the soils could result in loss of OMH and habitat for priority species of
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:26: Section 7.0 that would ensure the habitat value is reassessed prior to the final use of the soils
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:27: With the exception of soils used to level ground required to host the temporary storage mounds
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:27: hereby approved, all soils placed into the temporary storage mounds shall be used in operations
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:27: None of the soils placed into the temporary storage mounds hereby approved shall be
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:27: transporting soils upon the public highway network is prepared, submitted to and approved by
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:27: scheme that identifies mitigation measures required to manage the movement of soils on the
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:27: Prior to the final use of the soils in the implementation of this planning permission, further
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:27: respect of those areas where the soils are to be used for ground preparation and remediation
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:27: be avoided as a result of the final use of the soils, appropriate mitigation including by way of on
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:29: ground preparation works. Firstly, for the temporary storage of suitable soils in mounds, and
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:29:9.2 The soils arise from the excavation of the tunnels forming the conduit for the Sirius Material
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:29: Transport System, connected with the Woodsmith Polyhalite Mine project. Soils emanating
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:29: • the introduction of soil storage mounds, and the subsequent use of the stored soils in
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:29: • the soils, emanating from the nearby Sirius tunnel head located at the Wilton International
R-2019-0427-FFM-4 - RR_MR2.PDF:1: Area (ha) 2.721 Soil 0.450 Region Number Region 3
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:8: 6.8 Groundwater Vulnerability and Soil Leaching Potential……………………………………………………………………………35
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:11: 6.8 Groundwater Vulnerability and Soil Leaching Potential (within
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: 6.8 Groundwater Vulnerability and Soil Leaching Potential
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: Environment Agency/Natural Resources Wales information on groundwater vulnerability and soil
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: Direction Classification Soil Vulnerability Category Description
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: Soil information for urban areas and
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: 0 On Site HU soils are therefore assumed to be
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: soils which readily transmit a wide
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: Soils in which pollutants are unlikely
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: to penetrate the soil layer because
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:122:Ground conditions predominantly medium plasticity. Do not plant trees with high soil moisture demands near to buildings. For new build,
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:123: or soak-always. Do not dig (deep) holes into saturated ground without technical advice. For new build consider the consequences of soil
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:8: 6.8 Groundwater Vulnerability and Soil Leaching Potential……………………………………………………………………………68
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:11: 6.8 Groundwater Vulnerability and Soil Leaching Potential (within
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:72: 6.8 Groundwater Vulnerability and Soil Leaching Potential
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:72: Environment Agency/Natural Resources Wales information on groundwater vulnerability and soil
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:72: Direction Classification Soil Vulnerability Category Description
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:72: Soil information for urban areas and
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:72: 219 NW HU soils are therefore assumed to be
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:88:Ground conditions predominantly medium plasticity. Do not plant trees with high soil moisture demands near to buildings. For new build,
R-2019-0427-FFM-5 - RR_WB3A.PDF:1: Area (ha) 4.837 Soil 0.450 Region Number Region 3
R-2019-0427-FFM-MGE03867.pdf:1: AND TEMPORARY STORAGE OF SOILS AND ITS FINAL USE
R-2019-0427-FFM-MGE03867.pdf:1:storage of soils.
R-2019-0427-FFM-2 - RR_GP1B.PDF:1: Area (ha) 1.169 Soil 0.450 Region Number Region 3
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:1: TEMPORARY STORAGE OF SOILS AND ITS
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:1:operations associated with ground preparation and temporary storage of soils
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:1:engineering operations associated with the temporary storage of soils in
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:3:and the temporary storage of soils.
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:5:and the temporary storage of soils.
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:5:excavation, haulage, backfilling and soil stockpiling, particularly for dust during
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:6:storage and use of soils in these parts of the application site area would
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:8:assessment of the impacts of transporting soils upon the public highway shall
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:8:where the soils may be put to final use are in Flood Zone 2.
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:9:The proposed storage and use of imported soils will, therefore, form part of a
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:9:Initial testing of the soils to assess its suitability for use as a capping material
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:9:temporary storage and final use of the soils, on habitat value and on protected
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:11:3. With the exception of soils used to level ground required to host the
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:11: temporary storage mounds hereby approved, all soils placed into the
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:12:8. None of the soils placed into the temporary storage mounds hereby
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:12: an assessment of the impacts of transporting soils upon the public
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:12: manage the movement of soils on the public highway network.
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:13:9. Prior to the final use of the soils in the implementation of this planning
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:13: where the soils are to be used for ground preparation and remediation
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:13: of the final use of the soils, appropriate mitigation including by way of on
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:4: Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils 100
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:6:preparation and the temporary storage of soils.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:7:unacceptable risk from, or being adversely affect by, unacceptable levels of soil, air, water or noise pollution
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:8: Specialists/Contaminated Land: Applications in Real Environments (EIC/AGS/CL:AIRE, 2009). Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:8: Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:24: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:24: Wood Comment: Lead in soil exceeded the current GAC for commercial end use of 2,300mg/kg. This
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:24: Soil and Groundwater
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:24: Soils: Fill materials across the site are typically characterised by alkaline pH and elevated
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:24: While zinc was below the GAC elevated zinc concentrations were detected which could lead to soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:25: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:25: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:26: There was evidence of localised hydrocarbon contamination in soil and groundwater within the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:37: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:37: Enviros investigation (2004) had a limited soils analysis dataset for the Grangetown Prairie site as
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:38: Enviros investigations (2008) analysed 32 soil samples for heavy metals. One sample exceeded the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:38: Shadbolt Environmental investigations (2011) analysed 35 soil samples, with results compared to
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:39: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:39: five soil samples. Visual and olfactory evidence of hydrocarbons was encountered, in trial pits, and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40: soils
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40: A total of 35 soil samples were analysed for a suite of potential contaminants including metals, pH
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:41: Chemical analysis results of soils were compared with GACs for commercial/ industrial end use. A
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:41: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:41: Soil analysis results were compared with GACs for commercial/industrial land use.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:41: organic contaminants in soils, the results were all below the GAC for commercial/industrial end
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:42: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:43: locally. Concentrations of BTEX compounds in soils were less than the GACs used (SGVs) for
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:54: Soil and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:54: Baseline 11 soil samples were analysed, and one round of groundwater monitoring was completed.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:54: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:54: Analysis of soil samples did not show concentration for metals, PAHs and TPH above Commercial GACs
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:55: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:55: Analysis of soil samples did not show concentration for metals, PAHs and TPH above Commercial GACs.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:75: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:75: CH2M Hill reassessed the data acquired by Enviros in 2004 and assessed soil data based on
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:76: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:77: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:77: Based on the findings of the HRA, TATA proposed that the site be capped with 1m of soils,
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:90: hydrocarbon contaminants were identified within the soil with the potential to impact
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:90: contaminants were identified within the soil with the potential to impact surface water quality.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:93:Solvent extraction, air sparging, soil vapour extraction (SVE) and dual phase SVE have not been carried
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:93:asbestos. Soil flushing, surface amendments or soil washing are not appropriate for asbestos contamination.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:93:Exposure pathways for commercial/industrial end use include direct soil and indoor dust ingestion, skin
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:93:contact with soils and dusts, and inhalation of dust and vapours. As it is not pragmatic to remove all
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:95: S = Soils, Made Ground and sediments Volatile Pesticides
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:95: Chemical Soil flushing S S S S
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:95: Soil vapour extraction (SVE) S S S
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:95: Soil washing S S S S S
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:96: CL4 hard surfacing to break pathway Protection against aggressive soils will be health.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:99:Site won and imported clean cover soils will be placed under a controlled methodology, mainly driven by
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:99:the arising’s to ensure they are in keeping with the soil chemistry in the shallow Made Ground and do not
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:100:Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:104:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:105:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:211: Likelihood possible under in soils at depths >1m in a residential garden, or 0.5-1.0m in
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:211: present and in the right place which means that it in soils at depths of 0.5-1.0m in a residential garden, or the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:211: Likelihood appear very likely in the short-term and almost in soils in the top 0.5m in a residential garden.
R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1: As required or if bare soil is exposed
R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1: Scarify and spike topsoil layer to break up silt deposits and prevent compaction of soil
R-2019-0427-FFM-R_2019_0427_FFM - Natural England.pdf:1:ground preparation and temporary storage of soils and its final use in the remediation and
R-2019-0427-FFM-R_2019_0427_FFM - Natural England.pdf:3: Best and most versatile agricultural land and soils
R-2019-0427-FFM-R_2019_0427_FFM - Natural England.pdf:3: Guidance on soil protection is available in the Defra Construction Code of Practice for the
R-2019-0427-FFM-R_2019_0427_FFM - Natural England.pdf:3: Sustainable Use of Soils on Construction Sites, and we recommend its use in the design and
R-2019-0427-FFM-R_2019_0427_FFM - Natural England.pdf:3: we advise that the developer uses an appropriately experienced soil specialist to advise on, and
R-2019-0427-FFM-R_2019_0427_FFM - Natural England.pdf:3: supervise soil handling, including identifying when soils are dry enough to be handled and how to
R-2019-0427-FFM-R_2019_0427_FFM - Natural England.pdf:3: make the best use of soils on site.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:5:STDC are submitting a planning application to import soils from the Sirius Minerals (Sirius) site at Wilton and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:5:generate in the order of 800,000m of naturally occurring soil and rock material, which is suitable for use in
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:6:The Environment Agency’s Flood Map for Planning indicates that all of the soil storage mounds are situated
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:7:classification. The proposed soil storage and subsequent remediation works are considered to be ‘less
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:11:STDC has identified six locations for temporary storage of imported soil material. There are three at
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:14:stored soils for land remediation and preparation for development is considered at a high level in Section 4.1.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:22:be generated from set-up activities and placement of the soils.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:22:treated and return to watercourse during the set-up, temporary storage and placement of the soils. This plan
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:22:The following will need to be adhered to during the set-up of the soils storage mounds:
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:23:During the placement and storage of the soils, sediment management will need to be provided. This is to be
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:24:During storage of the soils, a maintenance plan will be required to ensure all those involved in the
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:1:WITH GROUND PREPARATION AND TEMPORARY STORAGE OF SOILS AND ITS
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:2:Prior to commencement of any operation to store or permanently use soil for restoration
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:3:permit. The stockpiles of soil are to be imported and be used for land remediation, and
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:3:therefore we would not expect any contamination. Any contaminated soils identified on
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:3:applicant intends to treat contaminated soils on site that is likely to be a waste permitted
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:3:activity. It is not clear if the imported soil is classed as clean or contaminated.
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:3:The Technical Note - Storage of imported soils for land remediation further mentions the
R-2019-0427-FFM-1 - RR_GP1A.PDF:1: Area (ha) 1.501 Soil 0.450 Region Number Region 3
R-2019-0427-FFM-MGE03868.pdf:1: AND TEMPORARY STORAGE OF SOILS AND ITS FINAL USE
R-2019-0427-FFM-MGE03868.pdf:1:storage of soils.
R-2019-0427-FFM-MGE03868.pdf:1:and soil stockpiling, particularly for dust during periods of dry weather.
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:6:8 Estimated Background Soil Chemistry……………………………………………………………………………………………………………………………………………….. 44
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:9:Section 8: Estimated Background Soil Chemistry On-site 0-50m 51-250
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:9:8 Records of Background Soil Chemistry 27 3 0
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:44: plasticity. Do not plant trees with high soil
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:46: 5 0.0 On Site High - consider the consequences of soil and groundwater conditions during and after
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:47:7 0.0 On Site High - consider the consequences of soil and groundwater conditions during and after
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:52:8 Estimated Background Soil
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:52:Records of background estimated soil chemistry within 250m of the study site boundary: 30
R-2019-0427-FFM-201920 Ecology report final.pdf:1:Storage of Soils and its final use in the
R-2019-0427-FFM-201920 Ecology report final.pdf:3:and permanent use of soils from the Sirius Minerals mining operation. The purpose of the
R-2019-0427-FFM-201920 Ecology report final.pdf:3:permanent use of soils at various locations across the South Tees Development Corporation (STDC)
R-2019-0427-FFM-201920 Ecology report final.pdf:3:Six potential locations have been identified for the temporary deposition and storage of the soils.
R-2019-0427-FFM-201920 Ecology report final.pdf:3:These are shown in Figure 1, outlined in black. Permanent use of the soils would be over a much
R-2019-0427-FFM-201920 Ecology report final.pdf:3:existing ground levels, subject to local variations and low spots. The exact locations where the soils
R-2019-0427-FFM-201920 Ecology report final.pdf:4: Figure 1. Proposed locations for temporary storage and final use of soils
R-2019-0427-FFM-201920 Ecology report final.pdf:8:Grassland is confined to areas where the soil is deeper and more nutrient-rich, in particular along
R-2019-0427-FFM-201920 Ecology report final.pdf:10:are covered by soils at the outset of the development though this is not the intention and in practice
R-2019-0427-FFM-201920 Ecology report final.pdf:10:creation of areas of bare nutrient-poor substrate by the spreading of soils in the form of mudstone
R-2019-0427-FFM-201920 Ecology report final.pdf:10:possibly less than five years. Whether the mudstone soil arisings would be as suitable for OMH as
R-2019-0427-FFM-201920 Ecology report final.pdf:12:nature easily re-creatable. Opportunities exist to recreate those habitats on the soils that would be
R-2019-0427-FFM-201920 Ecology report final.pdf:13:Area SB H3. Species-poor rank grassland which is presumably occurring where there is a layer of soil
R-2019-0427-FFM-201920 Ecology report final.pdf:16:Area GP H3. The substrate in this area is a light soil which was dressed with crushed iron slag. It is
R-2019-0427-FFM-201920 Ecology report final.pdf:18:some soil as part of the substrate as it is covered with grass and small shrubs and trees. Sea
R-2019-0427-FFM-201920 Ecology report final.pdf:19:the area is covered by a very sandy and presumably thin soil. It is heavily rabbit grazed and grass is
R-2019-0427-FFM-201920 Ecology report final.pdf:20:due to an increased amount of soil in the substrate as the proportion of grass was much higher and
R-2019-0427-FFM-3 - RR_GP1C.PDF:1: Area (ha) 4.514 Soil 0.450 Region Number Region 3
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:4: Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils 98
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:6:preparation and the temporary storage of soils.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:7:unacceptable risk from, or being adversely affect by, unacceptable levels of soil, air, water or noise pollution
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:7: Specialists/Contaminated Land: Applications in Real Environments (EIC/AGS/CL:AIRE, 2009). Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:8: Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:22: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:22: Wood Comment: Lead in soil exceeded the current GAC for commercial end use of 2,300mg/kg. This
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:22: Soil and Groundwater
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:22: Soils: Fill materials across the site are typically characterised by alkaline pH and elevated
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:22: While zinc was below the GAC elevated zinc concentrations were detected which could lead to soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:23: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:23: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:24: There was evidence of localised hydrocarbon contamination in soil and groundwater within the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:35: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:35: Enviros investigation (2004) had a limited soils analysis dataset for the Grangetown Prairie site as
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:36: Enviros investigations (2008) analysed 32 soil samples for heavy metals. One sample exceeded the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:36: Shadbolt Environmental investigations (2011) analysed 35 soil samples, with results compared to
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:37: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:37: five soil samples. Visual and olfactory evidence of hydrocarbons was encountered, in trial pits, and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38: soils
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38: A total of 35 soil samples were analysed for a suite of potential contaminants including metals, pH
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:39: Chemical analysis results of soils were compared with GACs for commercial/ industrial end use. A
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:39: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:39: Soil analysis results were compared with GACs for commercial/industrial land use.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:39: organic contaminants in soils, the results were all below the GAC for commercial/industrial end
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:40: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:41: locally. Concentrations of BTEX compounds in soils were less than the GACs used (SGVs) for
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:52: Soil and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:52: Baseline 11 soil samples were analysed, and one round of groundwater monitoring was completed.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:52: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:52: Analysis of soil samples did not show concentration for metals, PAHs and TPH above Commercial GACs
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:53: investigations Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:53: Analysis of soil samples did not show concentration for metals, PAHs and TPH above Commercial GACs.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:73: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:73: CH2M Hill reassessed the data acquired by Enviros in 2004, and assessed soil data based on
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:74: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:75: Soil
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:75: Based on the findings of the HRA, TATA proposed that the site be capped with 1m of soils,
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:88: hydrocarbon contaminants were identified within the soil with the potential to impact
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:88: contaminants were identified within the soil with the potential to impact surface water quality.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:91:Solvent extraction, air sparging, soil vapour extraction (SVE) and dual phase SVE have not been carried
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:91:asbestos. Soil flushing, surface amendments or soil washing are not appropriate for asbestos contamination.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:91:Exposure pathways for commercial/industrial end use include direct soil and indoor dust ingestion, skin
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:91:contact with soils and dusts, and inhalation of dust and vapours. As it is not pragmatic to remove all
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:93: S = Soils, Made Ground and sediments Volatile Pesticides
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:93: Chemical Soil flushing S S S S
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:93: Soil vapour extraction (SVE) S S S
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:93: Soil washing S S S S S
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:94: CL4 hard surfacing to break pathway Protection against aggressive soils will be health.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:97:Site won and imported clean cover soils will be placed under a controlled methodology, mainly driven by
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:97:the arising’s to ensure they are in keeping with the soil chemistry in the shallow Made Ground and do not
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:98:Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:102:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:102:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:209: Likelihood possible under in soils at depths >1m in a residential garden, or 0.5-1.0m in
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:209: present and in the right place which means that it in soils at depths of 0.5-1.0m in a residential garden, or the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:209: Likelihood appear very likely in the short-term and almost in soils in the top 0.5m in a residential garden.
R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf:2:Environmental Permit for soil treatment and a water discharge. Please contact the
R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:8:• Vehicles carrying soil and other dusty materials to be fully sheeted when travelling
R-2023-0300-DCO-HIGHWAYS ENGLAND.pdf:12: i) Vehicles carrying soil and other dusty materials to be fully sheeted when
R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Selection of Soil GAC ………………………………………………………………………………………………………….7
R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Soil Screen…………………………………………………………………………………………………………………………9
R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Asbestos in Soil ………………………………………………………………………………………………………………..12
R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….15
R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Soil Leachate ……………………………………………………………………………………………………………………16
R-2021-0166-FFM-Environmental Risk Assessment.pdf:5:GQRA – Soil Screen Summary
R-2021-0166-FFM-Environmental Risk Assessment.pdf:5:GQRA – Soil Leachate Screen Summary
R-2021-0166-FFM-Environmental Risk Assessment.pdf:12:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the
R-2021-0166-FFM-Environmental Risk Assessment.pdf:12: Selection of Soil GAC
R-2021-0166-FFM-Environmental Risk Assessment.pdf:12: B. (1) Vapour inhalation of indoor or outdoor air from volatile contaminants in soil (potential CoC
R-2021-0166-FFM-Environmental Risk Assessment.pdf:12: C. Direct contact and ingestion of contaminated soil (potential CoC include heavy metals,
R-2021-0166-FFM-Environmental Risk Assessment.pdf:13:To assess potential linkages A, B(1) and C above, soil generic assessment criteria (GAC) have been chosen,
R-2021-0166-FFM-Environmental Risk Assessment.pdf:13:The soil GAC comprise (in order of priority):
R-2021-0166-FFM-Environmental Risk Assessment.pdf:13:A conservative soil organic matter (SOM) content of 1% SOM has been assumed for the assessment. Soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:13:organic matter recorded in 56No. soil samples obtained from Area A and 95No. soil samples obtained from
R-2021-0166-FFM-Environmental Risk Assessment.pdf:13:Table 1 Summary of Soil Organic Matter (SOM) Testing (Area A)
R-2021-0166-FFM-Environmental Risk Assessment.pdf:13: Soil Material No. samples Minimum (%) Mean (%) Maximum (%)
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:Table 2 Summary of Soil Organic Matter (SOM) Testing (Area B)
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14: Soil Material No. samples Minimum (%) Mean (%) Maximum (%)
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:of receptors on the site. The selected human health GAC for soil are presented in Appendix C with the
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14: Soil Screen
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:Contaminant concentrations in 58 soil samples from Area A and 100No. soil samples from Area B have been
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:compared with the soil GAC.
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:The GAC and the maximum contaminant concentrations in soil from Areas A and B are shown in Appendix C.
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:the S4UL GAC for an industrial/commercial land use used in this report. Soil pH was found to be high (10.5 to
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:11 in all four soil samples) and sulphate was also flagged as elevated, both are consistent with the findings of
R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:In Area B, 12No. trial pits and 5No. boreholes were completed in 2004. Out of 17No. soil samples, 2 exceeded
R-2021-0166-FFM-Environmental Risk Assessment.pdf:15: Figure 2: Location of GAC Exceedances in Soil – Area A
R-2021-0166-FFM-Environmental Risk Assessment.pdf:16: Figure 3: Location of GAC Exceedances in Soil – Area B
R-2021-0166-FFM-Environmental Risk Assessment.pdf:17: Asbestos in Soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:17:53 No. soil samples from Area A and 95No. soil samples from Area B were analysed by polarised light
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20: Qualitative Risk Assessment for Substances in Soil without GACs
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:the method detection limit (MDL) in all soil samples. These include polychlorinated biphenyls (PCBs), some
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:aluminium, iron, magnesium, manganese and silicon. These are all elements present naturally in soil and some
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:steelmaking wastes are incorporated into soil due to the site’s former use, particularly manganese and iron.
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:and carbazole were detected in minor amounts in some soil samples. These are indicative of incomplete
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:between soil impacts and groundwater is not significant and a low risk of exposure is anticipated.
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:growing medium and some form of capping with “clean soil” is likely to be incorporated into the development.
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:All of the soil samples tested recorded concentrations of the potential contaminants of concern below the soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:Around 30% of the soil samples from Area A and 19% of the soil samples from Area B recorded asbestos
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:dust) is considered potentially active as surface soils may become airborne during construction or if
R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2021-0166-FFM-Environmental Risk Assessment.pdf:21:Concentrations of leachable contaminants from 11No. (Area A) and 10No. (Area B) soil leaching tests and
R-2021-0166-FFM-Environmental Risk Assessment.pdf:21: Soil Leachate
R-2021-0166-FFM-Environmental Risk Assessment.pdf:21:The results of 11No. (Area A) and 10No. (Area B) soil leachate tests were compared to WQS as shown in
R-2021-0166-FFM-Environmental Risk Assessment.pdf:23:In Area A, exceedances of EQS for seven heavy metals were recorded in soil leachate samples. The most
R-2021-0166-FFM-Environmental Risk Assessment.pdf:23:customer’s tap for DWS), direct comparison with soil leachate results is a conservative assessment as it does
R-2021-0166-FFM-Environmental Risk Assessment.pdf:28:in soil with the exception of minor amounts of 1,1-dichloropropene, 4-nitrophenol and carbazole. However,
R-2021-0166-FFM-Environmental Risk Assessment.pdf:28:PCBs were not detected in either soil or groundwater and which would suggest they are unlikely to be present
R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:surrounding soil, and the organic content of the soil matrix.
R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:leachability under current conditions. The measured pH of soil leachate and groundwater is generally neutral
R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:in both areas. These do not correspond spatially with the highest recorded hydrocarbon concentrations in soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:The contaminants recorded as elevated in groundwater are generally also elevated in soil leachate from the
R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:in groundwater than leachate testing. This could indicate contaminant hotspots not encountered during soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and
R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:Concentrations of heavy end petroleum hydrocarbons in around 10% and 20% of the soil samples in Areas A
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:Heavy metals, hydrocarbons and other contaminants have been recorded in soil and dissolved in soil leachate
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:Potential risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:to human health from ingestion or direct contact with soils, or inhalation of volatiles from soil and groundwater,
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:However, asbestos was recorded in around 30% of the soil samples from Area A, and 19% of soil samples
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:respectively. Asbestos in shallow soils in areas without buildings or hardstanding has the potential to become
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:practice such as minimising handling of asbestos-contaminated soils, damping down and appropriate Personal
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples from Made
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:above WQS for a range of contaminants. These are generally consistent with contaminants detected in soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:and soil leachate analysis indicating that some leaching is occurring from the slag deposits, tar materials,
R-2021-0166-FFM-Environmental Risk Assessment.pdf:35: groundwater receptors (area A and B) and surface water receptors (Area B) from contaminated soils
R-2021-0166-FFM-Environmental Risk Assessment.pdf:36: additional data collection completed to verify if soil can be managed sufficiently to avoid the need for
R-2021-0166-FFM-Environmental Risk Assessment.pdf:36: 7. During redevelopment, soil capping measures should be implemented to protect site users from
R-2021-0166-FFM-Environmental Risk Assessment.pdf:36: inadvertent contact with contaminated soil.
R-2021-0166-FFM-Environmental Risk Assessment.pdf:36: dust creation and the movement of more impacted deep soil closer to the surface.
R-2021-0166-FFM-Environmental Risk Assessment.pdf:37:Enviros. (2004). Baseline Soil and Groundwater Characterisation, Corus Teeside, CO0520017A, volume 1 of
R-2021-0166-FFM-Environmental Risk Assessment.pdf:40: Human health toxicological assessment of contaminants in soil Environment Agency Science
R-2021-0166-FFM-Environmental Risk Assessment.pdf:40: Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline Values
R-2021-0166-FFM-Environmental Risk Assessment.pdf:40: An ecological risk assessment framework for contaminants in soil. Environment Agency Science
R-2021-0166-FFM-Environmental Risk Assessment.pdf:44:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater
R-2021-0166-FFM-Environmental Risk Assessment.pdf:45:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater
R-2021-0166-FFM-Environmental Risk Assessment.pdf:46: SSI3A Exceedances of GAC in Soil Samples by
R-2021-0166-FFM-Environmental Risk Assessment.pdf:47: SSI3B Exceedances of GAC in Soil Samples by
R-2021-0166-FFM-Environmental Risk Assessment.pdf:56:GQRA – Soil Screen Summary
R-2021-0166-FFM-Environmental Risk Assessment.pdf:57:Table D1: Soil GAC protective of Human Health
R-2021-0166-FFM-Environmental Risk Assessment.pdf:57: Maximum soil Maximum soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:58: Maximum soil Maximum soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:59: Maximum soil Maximum soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:60: Maximum soil Maximum soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:61: Maximum soil Maximum soil
R-2021-0166-FFM-Environmental Risk Assessment.pdf:62:GQRA – Soil Leachate Screen Summary
R-2021-0166-FFM-Officer Report 0166.pdf:7:remediation of the site through the digging down and processing of the soils
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:7: Enviros, Corus UK Ltd. – Soil and Groundwater Baseline Characterisation Study Teesside Works –
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:8: soils are often sensitive and may also suffer significant loss of strength due to changes in loading.
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:8: Glacial till can comprise a complex and variable sequence of soils which may also include sands and
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:13:The majority of the made ground (and underlying natural soils) at the site are predominantly granular in nature
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:14:compression can occur in both man made materials and natural soils (e.g. wind blown deposits) without the
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:14:within a soil until it has become inundated. Inundation can occur due to a number of different mechanisms
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:14:from the soils. This can be done by ensuring that the materials above the water table are sufficiently
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:14:to bore or excavate through but also increase the risk of voids or poorly compacted soils immediately adjacent
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:14:expansion) of the soil. Certain types of slag deposit are particularly prone to increases in volume leading to
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:22:The Environmental Risk Assessment report includes full details of the environmental condition of the soils
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:22:natural soils used for the purposes of construction on the site of origin) are deemed to be a waste unless the
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:23:In addition to the risk assessment, a materials management plan will be required detailing where soils will be
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:27:Additionally, the natural soils beneath the made ground may suffer from long term creep settlement if loadings
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:27:are changed where glaciolacustrine soils are present.
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:27:confirm depth to rockhead, ground gas regime, settlement of made ground and natural soils under proposed
R-2021-0166-FFM-EA R_2020_0166_FFM 13 April 2021 OFFICIAL.pdf:2:Contaminated soil that is (or must be) disposed of is waste. Therefore, its handling,
R-2021-0166-FFM-Ground Remediation Options Report.pdf:5: Soil Sampling …………………………………………………………………………………………………………………… 21
R-2021-0166-FFM-Ground Remediation Options Report.pdf:7: • Enviros, Corus UK Ltd. – Soil and Groundwater Baseline Characterisation Study Teesside Works –
R-2021-0166-FFM-Ground Remediation Options Report.pdf:11:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and how
R-2021-0166-FFM-Ground Remediation Options Report.pdf:11: • Soils that require off-site disposal/treatment (not treatable);
R-2021-0166-FFM-Ground Remediation Options Report.pdf:11: • Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-0166-FFM-Ground Remediation Options Report.pdf:12:• Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-0166-FFM-Ground Remediation Options Report.pdf:14:The current potential extent of asbestos in soil has been identified, based on the soil sample analysis
R-2021-0166-FFM-Ground Remediation Options Report.pdf:15:Table 1: Summary of Soil Treatment Technologies (Environment): Technical Parameters
R-2021-0166-FFM-Ground Remediation Options Report.pdf:15: • Soil
R-2021-0166-FFM-Ground Remediation Options Report.pdf:16:The top selected technologies for soil and groundwater respectively are presented below and discussed in
R-2021-0166-FFM-Ground Remediation Options Report.pdf:17: • Soil excavation will address all the asbestos identified in the shallow unsaturated soils;
R-2021-0166-FFM-Ground Remediation Options Report.pdf:17: • Excavation and off-site disposal of impacted soils to landfill will involve significant vehicle and traffic
R-2021-0166-FFM-Ground Remediation Options Report.pdf:17: • Capping will address all the asbestos identified in the shallow unsaturated soils;
R-2021-0166-FFM-Ground Remediation Options Report.pdf:20: • Treatment of soils impacted with NAPL (if identified) in line with recommended processes identified
R-2021-0166-FFM-Ground Remediation Options Report.pdf:20: • Segregation of soils with ACM for treatment and reuse;
R-2021-0166-FFM-Ground Remediation Options Report.pdf:20: • Remediation of soils impacted with contaminants above target levels through capping of materials to
R-2021-0166-FFM-Ground Remediation Options Report.pdf:21:In addition to the risk assessment, an MMP will be required detailing where soils were excavated from, where
R-2021-0166-FFM-Ground Remediation Options Report.pdf:22: Soil Sampling
R-2021-0166-FFM-Ground Remediation Options Report.pdf:22:will be subdivided to representative sections, each section will be sub divided to 6 sub-sections, soils shall be
R-2021-0166-FFM-Ground Remediation Options Report.pdf:24: Ensure that concentrations of asbestos Composite soil samples do not exceed the
R-2021-0166-FFM-Ground Remediation Options Report.pdf:24: within soils within the uppermost 0.1m of Remediation Criteria. Samples collected at
R-2021-0166-FFM-Ground Remediation Options Report.pdf:24: Composite soil samples do not exceed the
R-2021-0166-FFM-Ground Remediation Options Report.pdf:24: Ensure that soils remaining in-situ do not • One sample per 50 linear metres of
R-2021-0166-FFM-Ground Remediation Options Report.pdf:24: Soil samples collected at a frequency of
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25: Composite soil samples collected at a
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25:8.3.8.1 Management of Contaminated Soils
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25:comprise placement of protective cover layers in areas, where contaminants in soils are identified above the
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25: • Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25:If unexpected contamination of soils visibly impacted with NAPL or onsite screening / testing indicated the
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25:removal of structures it shall be separately stockpiled and covered to control potential dust generation. Soils
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25:have been detected or are suspected. All soils containing asbestos will be managed by maintaining mist sprays
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25:to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0166-FFM-Ground Remediation Options Report.pdf:26:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot be
R-2021-0166-FFM-Ground Remediation Options Report.pdf:26:reuse threshold soils may be reused as infill to excavation voids at depths below 0.6 m of final ground level.
R-2021-0166-FFM-Ground Remediation Options Report.pdf:27:engineering design for the new route will need to consider the condition of soil and or groundwater in the area
R-2021-0166-FFM-Ground Remediation Options Report.pdf:29: • Field screening / onsite analysis of soil samples;
R-2021-0166-FFM-Ground Remediation Options Report.pdf:29: • On completion of excavations contaminant concentrations within remaining in situ soil meets the reuse
R-2021-0166-FFM-Ground Remediation Options Report.pdf:29: • Contaminant concentrations within excavated soil that may be re-used onsite as infill to excavations,
R-2021-0166-FFM-Ground Remediation Options Report.pdf:38:SUMMARY OF SOIL TREATMENT TECHNOLOGIES: Technical Parameters
R-2021-0166-FFM-Ground Remediation Options Report.pdf:38:SUMMARY OF SOIL TREATMENT TECHNOLOGIES: Operational and Commercial Parameters
R-2022-0887-AD-48 Sheet Hoarding - Eston Road.pdf:2: Soil type:
R-2022-0494-FFM-EP CL.pdf:1:the presence of quantifiable levels of asbestos in soil warrants further consideration
R-2022-0494-FFM-EP CL.pdf:1:under any reuse scenario. Asbestos in shallow soils in areas without buildings or
R-2022-0494-FFM-OFFICER REPORT.pdf:5:The report states that the presence of quantifiable levels of asbestos in soil
R-2022-0494-FFM-395561 - R_2022_0494_FFM - Engineering operations - removal of mounds - Land north of Teesworks area Redcar.pdf:3: Best and most versatile agricultural land and soils
R-2022-0494-FFM-395561 - R_2022_0494_FFM - Engineering operations - removal of mounds - Land north of Teesworks area Redcar.pdf:3: Guidance on soil protection is available in the Defra Construction Code of Practice for the
R-2022-0494-FFM-395561 - R_2022_0494_FFM - Engineering operations - removal of mounds - Land north of Teesworks area Redcar.pdf:3: Sustainable Use of Soils on Construction Sites, and we recommend its use in the design and
R-2022-0494-FFM-395561 - R_2022_0494_FFM - Engineering operations - removal of mounds - Land north of Teesworks area Redcar.pdf:3: separate guidance on soil protection for site restoration and aftercare is available
R-2022-0494-FFM-395561 - R_2022_0494_FFM - Engineering operations - removal of mounds - Land north of Teesworks area Redcar.pdf:3: on Gov.uk website. Detailed guidance on soil handling for mineral sites is contained in the
R-2022-0494-FFM-395561 - R_2022_0494_FFM - Engineering operations - removal of mounds - Land north of Teesworks area Redcar.pdf:3: Institute of Quarrying Good Practice Guide for Handling Soils in Mineral Workings.
R-2022-0494-FFM-395561 - R_2022_0494_FFM - Engineering operations - removal of mounds - Land north of Teesworks area Redcar.pdf:3: soil specialist to advise on, and supervise soil handling, including identifying when soils are dry
R-2022-0494-FFM-395561 - R_2022_0494_FFM - Engineering operations - removal of mounds - Land north of Teesworks area Redcar.pdf:3: enough to be handled and how to make the best use of soils on site.
R-2022-0494-FFM-NETWORK RAIL.pdf:4:land and soil. There must be no physical encroachment of any foundations onto Network Rail land.
R-2022-0494-FFM-EA_R20220494FFM_OFFICIAL_130722.pdf:2:have included deposits of blast furnace slag, clays and soils. Information is not
R-2022-0494-FFM-EA_R20220494FFM_OFFICIAL_130722.pdf:5:Contaminated soil that is (or must be) disposed of is waste. Therefore, its
R-2022-0494-FFM-19293141_1.pdf:6:BFIHOST Base Flow Index estimated from soil type
R-2022-0494-FFM-19293141_1.pdf:6:PROPWET FEH index of proportion of time that soil is wet
R-2022-0494-FFM-19293141_1.pdf:6:SPRHOST Standard percentage runoff estimated from soil type
R-2022-0494-FFM-19293141_1.pdf:20: high-leaching soils and the absence of low-permeability superficial deposits.
R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf:2: INFILL WITH 6N TYPE SOIL 1334 NO. 1 TEMPORARY OVERBRIDGE
R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf:2: INFILL WITH 6N TYPE SOIL
R-2022-0494-FFM-21089271_1.pdf:4: Selection of Soil GAC ………………………………………………………………………………………………………..10
R-2022-0494-FFM-21089271_1.pdf:6:GQRA – Summary of Soil Screen
R-2022-0494-FFM-21089271_1.pdf:7:and further understand the material located within the mounds, Arcadis undertook a shallow soil investigation
R-2022-0494-FFM-21089271_1.pdf:7:a shallow soil ground investigation on the raised landscape mounds present on the site, and to provide
R-2022-0494-FFM-21089271_1.pdf:8: Soil sampling for in-field assessment and submission to Chemtech Environmental, Exploration &
R-2022-0494-FFM-21089271_1.pdf:11: Typically containing some percentage of slag but slag did not make up the majority of the soil matrix.
R-2022-0494-FFM-21089271_1.pdf:11: waste element of the soil matrix was more dominant, and included plastics, metal, wood, wires, tyres,
R-2022-0494-FFM-21089271_1.pdf:14:Metals that were identified in all of the soil samples included aluminium, antimony, arsenic, barium, chromium,
R-2022-0494-FFM-21089271_1.pdf:14:Cyanide was detected above the method detection limit (MDL) in 5no. soil samples, free cyanide was not
R-2022-0494-FFM-21089271_1.pdf:14:between 19mg/l to 1,150mg/l. Soil samples were noted to be slightly basic to strongly basic (alkaline) with pH
R-2022-0494-FFM-21089271_1.pdf:14: waste was noted within the soil matrix at this location at the depth the sample was collected. The
R-2022-0494-FFM-21089271_1.pdf:15:to 4.00m bgl based on soil samples taken from this horizon. A sample was collected from the underlying
R-2022-0494-FFM-21089271_1.pdf:16:contamination risks to human health, ecological receptors, built property from contaminants in soils in relation
R-2022-0494-FFM-21089271_1.pdf:16: Selection of Soil GAC
R-2022-0494-FFM-21089271_1.pdf:16: A. Vapour inhalation of indoor and outdoor air from volatile contamination in soils, (potential CoC
R-2022-0494-FFM-21089271_1.pdf:16: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic
R-2022-0494-FFM-21089271_1.pdf:17:Soil organic matter recorded in 27no. soil samples obtained from the site ranged from 1.0 to 11.3%. The
R-2022-0494-FFM-21089271_1.pdf:17:those for a commercial end use assuming a soil organic matter (SOM) content of 1% (suitably conservative).
R-2022-0494-FFM-21089271_1.pdf:17:The selected human health GAC for soil are presented in Appendix F
R-2022-0494-FFM-21089271_1.pdf:17:Potential risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2022-0494-FFM-21089271_1.pdf:17:from contact with or ingestion of soils on the site based on the current dataset. Soil pH was noted to be basic
R-2022-0494-FFM-21089271_1.pdf:17:quantifiable levels of asbestos in soil warrants further consideration under any reuse scenario. Asbestos in
R-2022-0494-FFM-21089271_1.pdf:17:shallow soils in areas without buildings or hardstanding has the potential to become airborne and available for
R-2022-0494-FFM-21089271_1.pdf:17:This material should be removed and/ or treated and should not be included within the soil to be reused within
R-2022-0494-FFM-21089271_1.pdf:18:soil pH, sulphate concentration in soil, leachate and groundwater, and the presence of other potentially
R-2022-0494-FFM-21089271_1.pdf:18:All samples of soil analysed were found to be alkaline in nature with an average pH of 9.7 (maximum 12.1).
R-2022-0494-FFM-21089271_1.pdf:18:Concentrations of water-soluble sulphate in soil were typically consistent with Design Sulphate class DS-2,
R-2022-0494-FFM-21089271_1.pdf:18:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2022-0494-FFM-21089271_1.pdf:18:Concentrations of VOCs, SVOCs, phenols and petroleum hydrocarbons measured in soils are in excess of the
R-2022-0494-FFM-21089271_1.pdf:18:concentrations mean the soils are not suitable for multipurpose topsoil). Concentrations of phytotoxic
R-2022-0494-FFM-21089271_1.pdf:18:BS8601 Specification for Subsoil and Requirements for Use, sets out criteria for subsoil. Based on the soil
R-2022-0494-FFM-21089271_1.pdf:19:Prior to soils being reused on site, it is necessary to confirm that these are not considered a waste. To ensure
R-2022-0494-FFM-21089271_1.pdf:20:Shallow soil investigation of the mounds present on the Land East of Steel House revealed the mounds to be
R-2022-0494-FFM-21089271_1.pdf:20:Concentrations of hydrocarbons measured in soil samples are not thought to pose a risk to human health
R-2022-0494-FFM-21089271_1.pdf:20:Asbestos fibres (1no. sample) and loose insulation (3no. samples) were identified in soil samples. Asbestos
R-2022-0494-FFM-21089271_1.pdf:20:considered potentially active as surface soils may become airborne during construction or if incorporated into
R-2022-0494-FFM-21089271_1.pdf:20:Concentrations of VOCs, SVOCs, phenols and petroleum hydrocarbons measured in soils are in excess of the
R-2022-0494-FFM-21089271_1.pdf:20:for the soils on site, the majority of the soils fall under DS-2, ACEC-2.
R-2022-0494-FFM-21089271_1.pdf:77:these are derived from naturally occurring soils or from made ground, as long as these materials constitute the major part of the
R-2022-0494-FFM-21089271_1.pdf:78:these are derived from naturally occurring soils or from made ground, as long as these materials constitute the major part of the
R-2022-0494-FFM-21089271_1.pdf:109:METHOD SOILS METHOD SUMMARY SAMPLE STATUS LOD UNITS
R-2022-0494-FFM-21089271_1.pdf:110:METHOD SOILS METHOD SUMMARY SAMPLE STATUS LOD UNITS
R-2022-0494-FFM-21089271_1.pdf:111:METHOD SOILS METHOD SUMMARY SAMPLE STATUS LOD UNITS
R-2022-0494-FFM-21089271_1.pdf:112:METHOD SOILS METHOD SUMMARY SAMPLE STATUS LOD UNITS
R-2022-0494-FFM-21089271_1.pdf:113:METHOD SOILS METHOD SUMMARY SAMPLE STATUS LOD UNITS
R-2022-0494-FFM-21089271_1.pdf:121:(by soil pH)
R-2022-0494-FFM-21089271_1.pdf:121:(air-dried soil) % w/w <0.1 Y Y Y Y Y Y
R-2022-0494-FFM-21089271_1.pdf:122:(by soil pH)
R-2022-0494-FFM-21089271_1.pdf:122:(air-dried soil) % w/w <0.1 Y Y Y Y Y Y
R-2022-0494-FFM-21089271_1.pdf:123:(by soil pH)
R-2022-0494-FFM-21089271_1.pdf:123:(air-dried soil) % w/w <0.1 Y Y Y Y Y Y
R-2022-0494-FFM-21089271_1.pdf:124:(by soil pH)
R-2022-0494-FFM-21089271_1.pdf:124:(air-dried soil) % w/w <0.1 Y Y Y Y Y Y
R-2022-0494-FFM-21089271_1.pdf:126:GQRA – Summary of Soil Screen
R-2022-0494-FFM-21089271_1.pdf:127:Table F1: Soil GAC Protective of Human Health
R-2022-0494-FFM-21089271_1.pdf:128:Table F1: Soil GAC Protective of Human Health
R-2022-0494-FFM-21089271_1.pdf:128: Elements present naturally in soil with typically low toxicity
R-2022-0494-FFM-21089271_1.pdf:129:Table F2: Soil GAC Protective of Human Health
R-2022-0494-FFM-21089271_1.pdf:129: Elements present naturally in soil with typically low toxicity
R-2022-0494-FFM-21089271_1.pdf:130:Table F3: Soil GAC Protective of Human Health
R-2022-0494-FFM-21089271_1.pdf:130: Elements present naturally in soil with typically low toxicity
R-2022-0494-FFM-21089271_1.pdf:133: Hole No. Soil Description Content 425µm Remarks
R-2022-0494-FFM-21089271_1.pdf:134: Soil Description Grey sandy GRAVEL with cobbles Depth, m 3.50
R-2022-0494-FFM-21089271_1.pdf:135: Soil Description Grey sandy GRAVEL with occasion clay pockets Depth, m 4.70
R-2022-0494-FFM-21089271_1.pdf:136: Soil Description Dark grey sandy GRAVEL Depth, m 1.00
R-2022-0494-FFM-21089271_1.pdf:137: Soil Description Grey sandy GRAVEL with cobbles Depth, m 1.60
R-2022-0494-FFM-21089271_1.pdf:138: Soil Description Brown gravelly SAND Depth, m 4.00
R-2022-0494-FFM-21089271_1.pdf:139: Soil Description Brown clayey sandy GRAVEL with cobbles Depth, m 2.50
R-2022-0494-FFM-21089271_1.pdf:140: Soil Description Grey sandy GRAVEL with cobbles Depth, m 4.00
R-2022-0494-FFM-21089271_1.pdf:141: Soil Description Grey, Sandy GRAVEL with COBBLES Depth, m 2.00
R-2022-0494-FFM-21089271_1.pdf:142: Soil Description Depth, m 4.20
R-2022-0494-FFM-21089271_1.pdf:143: Soil Description Grey sandy GRAVEL with occasion clay pockets Depth 4.70 m
R-2022-0494-FFM-21089271_1.pdf:144: Soil Description Dark grey sandy GRAVEL Depth 1.00 m
R-2022-0494-FFM-21089271_1.pdf:145: Soil Description Brown gravelly SAND Depth 4.00 m
R-2022-0494-FFM-21089271_1.pdf:146: Soil Description Brown clayey sandy GRAVEL with cobbles Depth 2.50 m
R-2022-0494-FFM-21089271_1.pdf:147: Soil Description Brown, Slightly Sandy, Slightly Gravelly CLAY with Occasional COBBLES Depth 4.20 m
R-2022-0494-FFM-21089271_1.pdf:148: Soil Description Particle Density
R-2022-0494-FFM-10035117-AUK-XX-XX-CO-ZZ-0555-01-Steel_House_Mounds.pdf:1:not intended to assess soils that will remain in situ at the site following removal of the mounds, or to
R-2022-0494-FFM-10035117-AUK-XX-XX-CO-ZZ-0555-01-Steel_House_Mounds.pdf:1:to above. As such the soils under the mounds have not been assessed and a Remediation Statement
R-2022-0494-FFM-10035117-AUK-XX-XX-CO-ZZ-0555-01-Steel_House_Mounds.pdf:2:following removal of the mounds the soils to remain on site will be subject to immediate further
R-2021-0855-CD-MGE04603 Contaminated Land.pdf:2:vapour membranes, or by target localised removal of soils
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:4: Previous Environmental were measured exceeding the GAC in soil for the protection of human health. It was
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: diffuse soil source associated with Made Ground and slag.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: Leaching of CoC from soil into groundwater
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:11:ground preparation and temporary storage of soils and its final use in the remediation and preparation of land
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:12: Enviros, 2004. Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Soil logging and sampling from 14 additional trial pits in the SBCO area, to a target depth of 4.5m bgl
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Soil logging and sampling;
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Soil logging and sampling;
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Soil logging and sampling;
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Soil logging and sampling;
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:16: soil matrix.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:16:Concentrations of contaminants in soil from the greater depths of the Made Ground and from the Tidal Flat
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:Criteria (GAC) in soil. Concentrations of contaminants were not measured above the GAC derived for the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:removal of soils. Further human health assessment has therefore not been undertaken at this stage.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18:within the soil and groundwater. The source of the impacts in BH2025 is not known as is speculated to
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18: Made Ground Source from across the site considered to comprise a single diffuse soil source
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21: Inhalation or ingestion of dust comprising contaminated soils, including asbestos fibres, in indoor or
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21: Dermal contact with contaminated soils.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21: Inhalation of vapours in indoor or outdoor air arising from contaminated soils.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21:The pathway of leaching of CoC from impacted soils and migration into groundwater is potentially active due
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:22: Leaching of CoC from soil into groundwater.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:23:historical maps to have been built around 1965 and is known to have impacted underlying soil and
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:from approximately 0.4m to 2.0m. Soil impacts from the greater depths of the Made Ground and from the Tidal
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:Saturated soil and leachate samples are considered useful for assessing where contaminant mass is stored,
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:groundwater. As such, saturated soil and leachate samples have not been included in the discussion below.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:For the purpose of assessment, unsaturated soils have been defined as those above 6m bgl based on the site
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:25:noted in saturated soils.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:25:Within SBB, viscous tar was noted in unsaturated soils from SBB_AUK_TP114, located in the north of the site
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:25:site and within saturated soils where sheen, and odour were noted at base of the Made Ground. Within the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:25:4.2.3.2 Soil
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:26:unsaturated soils sample (187 samples out of 222 total soil samples analysed from sum TPH) reported at less
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:26:site, with the majority less than 10mg/kg and 67 out of 222 unsaturated soil samples measured at less than
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:26:As such, the presence of PAH and TPH in soil is considered to predominately be a diffuse source associated
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:26:unsaturated soils at isolated locations. A maximum measured concentration of 0.43mg/kg was measured of
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:28:Similarly to soils, there are some locations which show higher concentrations than others, however no
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:In unsaturated soil, in most cases, no significant spatial distribution trends have been identified, suggesting
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:The highest hydrocarbon concentrations in soil were measured from around the SBCO area, including the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:concentrations in soils in this area were saturated, suggesting that they relate to a groundwater source rather
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:in the same area as the highest saturated soil impacts. The highest groundwater contaminant concentrations
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29: Made Ground Source from across the site considered to comprise a single diffuse soil source
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:31:on the soil log descriptions from the site. Evidence from tidal loggers also showed limited variation for
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:97:7 This report has been prepared based on the officer, sampling or analyses of soil, ground water,
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:100: Hydraulic Conductivity (m/day) Soil
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:100:Level 3 Soil SSAC (mg/kg)
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:100: 1600 (-) Soil
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:104:compliance, then back-calculating to determine the contaminant level which is acceptable beneath the site in soils
R-2021-0855-CD-Officer report.pdf:3:vapour membranes, or by target localised removal of soils.
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:6:specification and used to infill any voids or pipe channels. The soil mounds to the pipelines are to be levelled and
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:8:release. The site is surrounded by a soil bund historical to the previous site use and is in proximity south of the
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12:The surrounding soil within the bunded area will then be graded level using the excavator and bucket to remove
R-2022-0205-SC-Screening Opinion Response.pdf:4: Total concrete / crushed concrete / soil to be removed from site = approximately
R-2022-0205-SC-Screening Opinion Report.pdf:4: Total concrete / crushed concrete / soil to be removed from site = approximately
R-2022-0205-SC-Screening Opinion Report.pdf:8: Total concrete / crushed concrete / soil to be removed from site = approximately
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:8: The use of natural resources, in particular soil, land, water and biodiversity (Sections
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:19: Total concrete / crushed concrete / soil to be removed from site = approximately
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:41: Soil - Intertidal and subtidal ecology.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:89: Small heath This butterfly species is typically associated with well drained soils is short swards such as heathland and coastal
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:8: Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:9: Enviros, Corus UK Ltd. – Soil and Groundwater Baseline Characterisation Study Teesside Works –
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:17: the dominant constituent although often still present within the soil matrix.
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:17: materials, slag was not the dominant constituent although often still present within the soil matrix.
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:27:and mercury the metals analysed were detected in the majority of the soil samples taken from the Made
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:29:dominant and cohesive Made Ground. Soil samples were on average strongly alkaline with mean pH values
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:29:Concentrations of TPH were detected above the MDL in approximately two thirds of soil samples, the following
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:29: across the depth from which the soil sample was recovered in S1-TPH07. This suggest a relatively
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:29: low leaching potential for the soil impact. Given the location and similar chemical signature of these
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:29: S1-BH04 which is screened across the depth from which the soil sample was recovered in S1-TPH23.
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:29: This suggest a relatively low leaching potential for the soil impact. Given the location and similar
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:30: primarily comprised naphthalene, the results suggest a leaching potential for the soil impact.
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:30:227,300mg/kg; although tar was noted in this trial pit the concentrations reported do not correspond to the soil
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:31:No elevated concentrations of VOC, SVOC, or PCBs were measured in any of the soil samples.
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:31:No elevated concentrations of boron were noted in soil or leachate from the corresponding trial pit (S2-TPA17),
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:32:Monitoring well S2-BHA01 is installed in S2-TPA17 from which as discussed in section 4.3.3 soils and leachate
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:32:containing similarly elevated TPH were identified. Concentrations of TPH were present in soil from S1-BH09,
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: Vapour inhalation pathways in relation to soil are potentially active, vapour inhalation pathways in relation
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: portion of the site area be covered in some form soft landscaping direct contact pathways in relation to soil
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:40: Human health toxicological assessment of contaminants in soil Environment Agency Science
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:40: Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline Values
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:40: An ecological risk assessment framework for contaminants in soil. Environment Agency Science
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:52:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater
R-2021-1048-FFM-Decision Notice 1048(1).pdf:4: the investigation of soils, groundwater or geotechnical purposes shall be
R-2021-1048-FFM-Officer Report 1048.pdf:5: Pre-treatment plan of reused soils for approval.
R-2021-1048-FFM-Officer Report 1048.pdf:6:the investigation of soils, groundwater or geotechnical purposes shall be
R-2021-1048-FFM-Officer Report 1048.pdf:8:1. Remediation of soils impacted with contaminants above target levels
R-2021-1048-FFM-Officer Report 1048.pdf:8:2. Removal of NAPL and tar impacted soils to address risks to Human Health.
R-2021-1048-FFM-Officer Report 1048.pdf:9:Also the briefing note provides further clarification on the use of soils
R-2021-1048-FFM-Officer Report 1048.pdf:10:(showing soil The Earthworks specification is satisfactory, but I would reiterate
R-2021-1048-FFM-Officer Report 1048.pdf:12:shallow soils and additionally from measured concentrations of PAH and tar in
R-2021-1048-FFM-Officer Report 1048.pdf:12:contact exposure with shallow soils or inhalation of dust generated from
R-2021-1048-FFM-Officer Report 1048.pdf:12:shallow soils.
R-2021-1048-FFM-Officer Report 1048.pdf:12: Where buildings and hardstanding are absent, it is unlikely that soils
R-2021-1048-FFM-Officer Report 1048.pdf:12: of clean soils in landscaped areas would be required given that Made
R-2021-1048-FFM-Officer Report 1048.pdf:15:down and processing of the soils and materials on the site. Given that the
R-2021-1048-FFM-Officer Report 1048.pdf:24: for the investigation of soils, groundwater or geotechnical purposes shall
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:3: unacceptable risk from, or being adversely affected by, unacceptable levels of soil,
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:10:application, as it would provide details on the reuse of on-site soils and the
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:10:movement of such soils around the site (and whether they would impact on
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:10: soil testing, soil leachate testing, groundwater analysis, slag testing and
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: • Soil and soil leachate analysis including slag testing;
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: • Presence of visual / olfactory evidence of soil / groundwater contamination
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: should contain appropriate chemical analysis of soil and soil leachate
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: • It is noted that leaching of Contaminates of Concern (CoC) from soil into
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: on-site made ground soils is not occurring at the present time; and
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: indicated that all reused soils will be tested for this criteria prior to
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: testing of soils for the remediation criteria. The proposed remediation
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: criteria would not be appropriate for importation of soils and there is no
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: • Section 4.3.9 (management of contaminated soils) refers to the placement
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: of protective cover layers in areas where contaminants in soils are
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: it has mentioned previously that unacceptable soils not complying with the
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:19:• Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: hole records and plans, plans, soil testing, soil leachate
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:25:Soil and soil leachate analysis including slag testing;
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:25:Presence of visual / olfactory evidence of soil / groundwater
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:26:analysis of soil and soil leachate samples, representative of
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:from soil into groundwater was not modelled on the basis effectively at equilibrium and any leaching from soils will not lead to a further increase in groundwater
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:that steady state conditions are likely. We require concentrations. The report does not state that leaching is not occurring from soils; leachate analysis has been
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:information which demonstrates that leaching from on-site undertaken on site soils which indicates a potential for leaching from soils, and analysis identified leachate
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:made ground soils is not occurring at the present time; and concentrations of several CoC above either the EQS or DWS. However, the water quality of the leachate is not
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:32: It is not Arcadis’ intention to derive reuse criteria for soils protective of Controlled Waters
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:32: of human health. It is indicated that all reused soils will be
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:32: of soils from the site of origin and movement of Made Ground from one area of site to another will not lead to
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:32: a detrimental impact on existing groundwater quality. This is on the basis that the soil quality of the Made
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:32: proposed development works NAPL will be removed and compaction of soils will be undertaken, reducing the
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:32: importation and testing of soils for the remediation criteria.
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:32: for importation of soils and there is no criteria which is
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33: Arcadis have reviewed and updated the wording, for clarity the criteria apply to all soils.
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33: Where contaminants other than NAPL are identified in excavated and processed soils above the reuse criteria
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33: further assessment of the impacted soils will be undertaken. Where assessment indicates the exceedance of
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33:Section 4.3.9 (management of contaminated soils) refers to the reuse criteria represents a localised hotspot of contamination this material will be either treated or removed
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33:contaminants in soils are identified above the reuse criteria practical to separate from the bulk material these soils will be reused within the permanent works as bulk fill
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33:as highlighted in Appendix C. However, it has mentioned below the clean cover system. The location of the placed soils will be recorded on as built records for the works.
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33:previously that unacceptable soils not complying with the
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33:remediation criteria will not be incorporated into the It is not Arcadis’ intention to derive reuse criteria for soils protective of Controlled Waters. We do however note
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33:permanent works. We therefore do not agree with approach that soils will be assessed using visual and olfactory assessment, field screening with a photoionization detector
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33: Arcadis do not believe any further criteria pertaining to the remediation of NAPL impacted soils are required
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:35: details on the re-use of on-site soils and the movement of
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:35: such soils around the site (and whether they would impact
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:36:within the soil materials on site, it is possible for the re-use No material containing bulk visible asbestos will be re-used in the works. Material with observable/visible
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:36:of some of the existing soil materials that have been asbestos present will either be handpicked to remove the visible asbestos material, if suitable, or taken off-site
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:36:place to hand pick observable pieces of asbestos, The soil
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:36:material that do not contain visible asbestos fragments, are Where asbestos is identified in excavated and processed soils in laboratory testing above the reuse criteria
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:36:classified as non-hazardous and are below the asbestos further assessment of the impacted soils will be undertaken. Where assessment of the exceedance of the reuse
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:36:assumed that these soil materials would be placed beneath Where assessment indicates the exceedance is sporadic, localised, not representative of, and not practical to
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:36:appropriate clean cover as proposed along with a separate from the bulk material these soils will be reused within the permanent works as bulk fill below the
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37:membrane. It is not acceptable for soils contaminating clean cover system. The location of the placed soils will be recorded on as built records for the works.
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37:importation and testing of soils for the remediation criteria. Discussions were undertaken between Lloyd Tyson (EA) and Sarah Bullock (Atkins) during a phone call on the
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37:for importation of soils since such thresholds would be of the material to confirm it is clean and naturally occurring and testing of the material, the results in addition to
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37:Section 4.3.9 (Management of Contaminated Soils) refers to Material with a laboratory testing results less than the reuse criteria will be deemed suitable for re-use.
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37:the placement of protective covers layers in areas where Where exceedance of the reuse criteria is identified in the laboratory testing in excavated and processed soils,
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37:contaminants in soils are identified above the reuse criteria further assessment of the impacted soils will be undertaken. Where the assessment of the exceedance of the
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37:previously that unacceptable soils not complying with the suitable for reuse or removed from site. Where assessment indicates the exceedance is sporadic, localised,
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37:remediation criteria will not be incorporated into the not representative of, and not practical to separate from the bulk material these soils will be reused within the
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37:permanent works, We therefore, do not agree with this permanent works as bulk fill below the clean cover system. The location of the placed soils will be recorded on
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:37: be impacted with contamination to be taken to the soil treatment facility and the works are likely to identify
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:39: REMOVAL OF CONTAMINATED SOILS
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:1:• Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:3: the risk assessment and whether this includes soil, soil Enviros 2004, and CH2M 2018
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:5: The chemical nature of the slag is assessed by soil and
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:5: Section 4.3.4.2 (Use of Slag under the DoWCoP) soil leachate testing in CH2M 2017c CH2M 2017d,
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: Soil remediation criteria protective of controlled waters
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: and protective of human health. It is indicated that all were likely between soil and groundwater. As such,
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: reused soils will be tested for this criteria prior to groundwater concentrations were considered most
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: remediation criteria has been derived which is distribution of contaminants in soil was also reviewed
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: refers to importation and testing of soils for the would be clean and naturally occurring materials
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: would not be appropriate for importation of soils and as Based on the natural nature of these soils, no
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: Section 4.3.9 (Management of Contaminated Soils)
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: areas where contaminants in soils are identified above
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: Hydrocarbons) the reuse of soils as bulk fill below a
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: removing any unacceptable risk of re-using the soil in
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: unacceptable soils not complying with the remediation
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: Soils where contaminants are measured above the
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:7: Section 4.3.9.3 (NAPL Impacted Materials) highlights IV NAPL testing kits. Once validated as NAPL free soils
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:7: to NAPL impacted soils has been derived.
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:7: the remediation of NAPL impacted soils are required
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:8: soils are having to be remediated.
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:8: The remediation criteria proposed for all soils are
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:8: materials to be reused as clean cover soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:11: soil, soil leachate, groundwater and surface water testing. Furthermore, it
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13: indicated that all reused soils will be tested for this criteria prior to
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13: and testing of soils for the remediation criteria. The proposed remediation
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13: criteria would not be appropriate for importation of soils and as previous
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13:• Section 4.3.9 (Management of Contaminated Soils) refers to the placement
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13: of protective cover layers in areas where contaminants in soils are
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13: it has mentioned previously that unacceptable soils not complying with the
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13: impacted soils has been derived.
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:14: risks to controlled waters, particularly where NAPL impacted soils are
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:14: reused as clean cover soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:15: asbestos containing materials. If asbestos is found within the soil materials
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:15: on site, it is possible for the re-use of some of the existing soil materials
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:15: observable pieces of asbestos. The soil materials that do not contain
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:15: assumed that these soil materials would be placed beneath appropriate
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:15: soils containing observable asbestos fragments to be incorporated into the
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:16: and testing of soils for the remediation criteria. The proposed remediation
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:16: criteria would not be appropriate for importation of soils since such
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:16: • Section 4.3.9 (Management of Contaminated Soils) refers to the placement
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:16: of protective cover layers in areas where contaminants in soils are
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:16: it has mentioned previously that unacceptable soils not complying with the
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:17:contaminated soils waiting for treatment / removal should be managed to prevent
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:40: Slight oil sheen at water level. Cannot sample due to soil too coarse.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:75: Description 13 Soil samples, 6 Leachate samples.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176070 S2TPA48 E1 0.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176071 S2TPA48 E3 4.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176073 S2TPA49 E2 2.00 SOIL Amosite small bundle of Amosite fibres Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176074 S2TPA50 E2 1.20-1.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176076 S2TPA53 E3 2.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176077 S2TPA54 E1 0.20-0.30 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176078 S2TPA56 E2 2.60 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176079 S2TPA59 E2 3.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176080 S2TPA61 E1 0.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176081 S2TPA61 E2 2.10 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176082 S2TPA69 E1 2.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1176845 S2TPA64 E1 0.30 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:85:1177270 S2TPA50 E1 0.20-0.70 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:86: Sample Type SOIL
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176070 S2TPA48 0.80 SOIL 12-05-17 GJ 60ml x6, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176071 S2TPA48 4.20 SOIL 12-05-17 GJ 60ml x6, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176072 S2TPA49 0.40 SOIL 12-05-17 GJ 60ml x6, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176073 S2TPA49 2.00 SOIL 12-05-17 GJ 60ml x6, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176074 S2TPA50 1.20-1.40 SOIL 17-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176075 S2TPA53 0.80 SOIL 17-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176076 S2TPA53 2.20 SOIL 17-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176077 S2TPA54 0.20-0.30 SOIL 12-05-17 GJ 60ml x6, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176078 S2TPA56 2.60 SOIL 12-05-17 GJ 60ml x6, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176079 S2TPA59 3.00 SOIL 17-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176080 S2TPA61 0.20 SOIL 17-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176081 S2TPA61 2.10 SOIL 17-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176082 S2TPA69 2.00 SOIL 17-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1176845 S2TPA64 0.30 SOIL 17-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:1177270 S2TPA50 0.20-0.70 SOIL 17-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:87:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:90: Description 3 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:98:1176722 S2-TPA47 1 0.50 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:98:1176724 S2-TPA76 1 2.80 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:99:1176722 S2-TPA47 0.50 SOIL 12/05/17 GJ 250ml x2, GJ 60ml x4, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:99:1176723 S2-TPA45 0.40-0.60 SOIL 12/05/17 GJ 250ml, GJ 60ml x4, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:99:1176724 S2-TPA76 2.80 SOIL 18/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:99:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:99:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:102: Description 14 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178040 S2TPA51 E1 1.40 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178041 S2TPA52 E1 0.50 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178042 S2TPA58 E1 1.20 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178043 S2TPA58 E2 3.60 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178044 S2TPA60 E2 2.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178046 S2TPA65 E1 2.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178047 S2TPA65 E2 2.70 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178048 S2TPA66 E1 2.70 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178049 S2TPA67 E1 1.50 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178051 S2TPA74 E1 1.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:112:1178052 S2TPA75 E1 0.50 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178039 S2TPA51 1.00 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178040 S2TPA51 1.40 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178041 S2TPA52 0.50 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178042 S2TPA58 1.20 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178043 S2TPA58 3.60 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178044 S2TPA60 2.00 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178045 S2TPA62 0.50 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178046 S2TPA65 2.00 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178047 S2TPA65 2.70 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178048 S2TPA66 2.70 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178049 S2TPA67 1.50 SOIL 17/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178050 S2TPA68 1.50 SOIL 18/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178051 S2TPA74 1.00 SOIL 18/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:1178052 S2TPA75 0.50 SOIL 18/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:113:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:116: Description 7 Soil samples, 2 Leachate samples.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:124:1180014 S2TPA83 E2 3.00 SOIL Chrysotile Chrysotile present as loose fibrous Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:124:1180015 S2TPA70 E1 0.60 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:124:1180016 S2TPA70 E2 2.60 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:124:1180017 S2TPA71 E2 4.00 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:124:1180018 S2TPA55 E2 4.40 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:124:1180019 S2TPA43 E2 0.80 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:124:1180020 S2TPA16 E2 1.50 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:125: Sample Type SOIL
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:126:1180014 S2TPA83 3.00 SOIL 22/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:126:1180015 S2TPA70 0.60 SOIL 22/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:126:1180016 S2TPA70 2.60 SOIL 22/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:126:1180017 S2TPA71 4.00 SOIL 22/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:126:1180018 S2TPA55 4.40 SOIL 23/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:126:1180019 S2TPA43 0.80 SOIL 23/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:126:1180020 S2TPA16 1.50 SOIL 26/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:126:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:126:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:129: Description One Soil sample.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:136:1182665 S2-TPA08 E1 4.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:137:1182665 S2-TPA08 4.00 SOIL 25/05/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:137:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:137:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:140: Description 8 Soil samples, 3 Leachate samples.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:150:1182939 S2TPA11 E1 2.50 SOIL NAD none A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:150:1182940 S2TPA14 E1 2.60 SOIL NAD none A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:150:1182941 S2TPA15 E1 1.50 SOIL NAD none A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:150:1182942 S2TPA15 E3 4.40 SOIL NAD none A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:150:1182943 S2TPA19 E1 1.50 SOIL NAD none A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:150:1182944 S2TPA19 E2 4.00 SOIL NAD none A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:150:1185528 S2-TPA12 E1 3.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:1182938 S2TPA02 0.30 SOIL 30/05/17 GJ 250ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:1182939 S2TPA11 2.50 SOIL 31/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:1182940 S2TPA14 2.60 SOIL 30/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:1182941 S2TPA15 1.50 SOIL 30/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:1182942 S2TPA15 4.40 SOIL 30/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:1182943 S2TPA19 1.50 SOIL 31/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:1182944 S2TPA19 4.00 SOIL 31/05/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:1185528 S2-TPA12 3.50 SOIL 31/05/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:151:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:154: Description 7 Soil samples, 3 Leachate samples.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:161:1185966 S2-TPA29 E1 1.60 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:161:1185967 S2-TPA29 E2 4.80 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:161:1185969 S2-TPA38 E2 3.60 SOIL Chrysotile Chrysotile present as loose fibrous Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:161:1185971 S2-TPA30 E3 4.50 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:161:1185973 S2-TPA30 E5 5.60 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:162: Sample Type SOIL
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:1185966 S2-TPA29 1.60 SOIL 01-06-17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:1185967 S2-TPA29 4.80 SOIL 01-06-17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:1185968 S2-TPA29 4.90 SOIL 01-06-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:1185969 S2-TPA38 3.60 SOIL 01-06-17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:1185970 S2-TPA30 3.00 SOIL 02-06-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:1185971 S2-TPA30 4.50 SOIL 02-06-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:1185972 S2-TPA30 5.40 SOIL 02-06-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:1185973 S2-TPA30 5.60 SOIL 02-06-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:163:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:164: Description 4 Soil samples.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:168:1169361 S2TPA100 E1 0.20-0.50 SOIL Chrysotile Chrysotile present as small clumps and A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:168:1169362 S2TPA100 E4 4.00-4.10 SOIL NAD none A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:168:1169363 S2TPA97 E1 0.50 SOIL NAD none A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:168:1169364 S2TPA97 E3 4.00 SOIL NAD none A Christodoulou
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:169: Sample Type SOIL
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:170:1169361 S2TPA100 0.20-0.50 SOIL 04-05-17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:170:1169362 S2TPA100 4.00-4.10 SOIL 04-05-17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:170:1169363 S2TPA97 0.50 SOIL 04-05-17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:170:1169364 S2TPA97 4.00 SOIL 04-05-17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:170:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:170:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:173: Description 8 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:183:1171699 S2TPA79 1 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:183:1171700 S2TPA79 2 1.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:183:1171701 S2TPA81 1 0.50 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:183:1171702 S2TPA84 1 0.50 SOIL Chrysotile none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:183:1171703 S2TPA87 1 0.30 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:183:1171704 S2TPA89 2 1.20 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:183:1171705 S2TPA90 2 0.50 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:183:1171706 S2TPA94 1 SOIL NAD none Chris Samms
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:184: Sample Type SOIL
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:185:1171699 S2TPA79 SOIL 09/05/17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:185:1171700 S2TPA79 1.00 SOIL GJ 250ml, GJ 60ml, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:185:1171701 S2TPA81 0.50 SOIL GJ 250ml, GJ 60ml, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:185:1171702 S2TPA84 0.50 SOIL GJ 250ml, GJ 60ml, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:185:1171703 S2TPA87 0.30 SOIL GJ 250ml, GJ 60ml, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:185:1171704 S2TPA89 1.20 SOIL 04/05/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:185:1171705 S2TPA90 0.50 SOIL 05/05/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:185:1171706 S2TPA94 SOIL 04/05/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:186:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:186:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:189: Description 14 Soil samples, 6 Leachate samples.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1172806 S2TPA44 1 2.20 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1172808 S2TPA46 2 2.00 SOIL Amosite Small bundles of Amosite seen David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173308 S2TPA63 1 1.80 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173309 S2TPA72 1 2.30 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173310 S2TPA73 1 0.30 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173311 S2TPA78 1 1.20 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173312 S2TPA80 1 2.50 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173313 S2TPA82 1 0.30 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173314 S2TPA86 1 0.40 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173316 S2TPA88 1 1.00 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173317 S2TPA92 1 0.40 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:201:1173318 S2TPA92 4 3.70 SOIL NAD none David Williams
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:202: Sample Type SOIL
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1172806 S2TPA44 2.20 SOIL 12-05-17 GJ 250ml, GJ 60ml x4, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1172807 S2TPA44 4.20 SOIL 12-05-17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1172808 S2TPA46 2.00 SOIL 12-05-17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173308 S2TPA63 1.80 SOIL 10-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173309 S2TPA72 2.30 SOIL 10-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173310 S2TPA73 0.30 SOIL 10-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173311 S2TPA78 1.20 SOIL 09-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173312 S2TPA80 2.50 SOIL 09-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173313 S2TPA82 0.30 SOIL 10-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173314 S2TPA86 0.40 SOIL 08-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173315 S2TPA86 2.50-2.80 SOIL 08-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173316 S2TPA88 1.00 SOIL 09-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173317 S2TPA92 0.40 SOIL 08-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:1173318 S2TPA92 3.70 SOIL 08-05-17 GJ 60ml, PT 1L
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual REPORT SSI 2.pdf:203:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-MGE04717 Cont Land.pdf:1:Also the briefing note provides further clarification on the use of soils exceeding the
R-2021-1048-FFM-Earthworks Specification.pdf:23: • VOC/SVOC As Directed on oily/impacted soils See App 6/15
R-2021-1048-FFM-Earthworks Specification.pdf:26:samples of the soils remaining in-situ collected and analysed as per Table 6/1B and Table 6/15. Unless agreed
R-2021-1048-FFM-Earthworks Specification.pdf:35: REMOVAL OF CONTAMINATED SOILS
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:8:0005 Net Zero Teesside – Remediation Zones – Rev C, contained within Appendix B) of soils to remove
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:8:obstructions, voids, and preferential pathways). Unsuitable materials or contaminated soils which will be
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:9: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:11:significant risk of spreading or contaminating soil and groundwater with these materials.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:13:* PCBs typically sorb to soil and are not highly mobile. These contaminants may act as localised point sources
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22: Soil & Water-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22: Soil and Groundwater 3 Boreholes (max 8m)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22: Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22: Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:23:recorded as natural soils, however, it is possible that these are in fact made ground deposits as this area is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:23:Screening of the soil chemical data recorded elevated concentrations of pH and sulphate above the screening
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:23:The assessment concluded that soil samples did not generally pose a risk to human health for a commercial
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:23:pose a short-term risk if soils were left exposed on site.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:23:consistent with soil leaching data. It was noted that the effect on deeper groundwater within bedrock aquifers
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:24:chemical composition of soil and groundwater across the site. However, due to the presence of structures it
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:28: Human Health active during construction phase when sub-surface soils
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:28: within soil (air pores), and the above ground atmosphere
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:28: leaching of contaminants from soil .to the aquifers is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:33:have generated significant contamination impacts to soil and/or groundwater. There is however potential for
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:34:6. Whilst this report and the opinions made are correct to the best of Arcadis’ belief, information to the petroleum officer, sampling or analyses of soil, ground water,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:37: REMOVAL OF CONTAMINATED SOILS
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:51:Page Section Soil chemistry On site 0-50m 50-250m 250-500m 500-2000m
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:51:134 20.1 BGS Estimated Background Soil Chemistry 21 10 - - -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:51:136 20.2 BGS Estimated Urban Soil Chemistry 0 0 - - -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:51:136 20.3 BGS Measured Urban Soil Chemistry 0 0 - - -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102: leaching soils and the absence of low permeability superficial deposits.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102: leaching soils and/or the presence of superficial deposits characterised by a low permeability.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:103: ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:138:physical geography and soil properties. It should be noted that the categories for the grading of agricultural
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:159:The potential hazard presented by soils that absorb water when wet (making them swell), and lose water as
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:159:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:178: 20 Soil chemistry
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:178:20.1 BGS Estimated Background Soil Chemistry
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:178:collected at a sample density of approximately 1 per 2 km2. In areas where rural soil samples are not available,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:178:converted to soil-equivalent concentrations prior to the estimation.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:180:20.2 BGS Estimated Urban Soil Chemistry
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:180:20.3 BGS Measured Urban Soil Chemistry
R-2021-1048-FFM-Appendix7 - Lakenby Soils.pdf:1:7. ANALYSIS CERTIFICATES, LACKENBY SOIL
R-2021-1048-FFM-Appendix6 - Redcar soils data.pdf:1:6. ANALYSIS CERTIFICATES, REDCAR SOIL
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:3: soil, soil leachate, groundwater and surface water testing. Furthermore, it
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5: indicated that all reused soils will be tested for this criteria prior to
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5: and testing of soils for the remediation criteria. The proposed remediation
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5: criteria would not be appropriate for importation of soils and as previous
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5:• Section 4.3.9 (Management of Contaminated Soils) refers to the placement
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5: of protective cover layers in areas where contaminants in soils are
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5: it has mentioned previously that unacceptable soils not complying with the
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5: impacted soils has been derived.
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:6: risks to controlled waters, particularly where NAPL impacted soils are
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:6: reused as clean cover soils.
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:7: asbestos containing materials. If asbestos is found within the soil materials
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:7: on site, it is possible for the re-use of some of the existing soil materials
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:7: observable pieces of asbestos. The soil materials that do not contain
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:7: assumed that these soil materials would be placed beneath appropriate
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:7: soils containing observable asbestos fragments to be incorporated into the
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:8: and testing of soils for the remediation criteria. The proposed remediation
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:8: criteria would not be appropriate for importation of soils since such
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:8: • Section 4.3.9 (Management of Contaminated Soils) refers to the placement
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:8: of protective cover layers in areas where contaminants in soils are
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:8: it has mentioned previously that unacceptable soils not complying with the
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:9:contaminated soils waiting for treatment / removal should be managed to prevent
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:3: • Pre-treatment plan of reused soils for approval.
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:3:investigation of soils, groundwater or geotechnical purposes shall be submitted to
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:5: 6.2.2 Compressible Soils …………………………………………………………………………………. 6-1
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:8:and inorganic compounds and materials capable of generating soil gases.
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:15: Soil and Groundwater Enviros (Corus UK Ltd) Baseline soil and groundwater 2004 Enviros
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:15:which was to provide a broad characterisation of soil and groundwater conditions.
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:16:Sampling of soils, groundwater and surface water was undertaken. Chemical screening was carried out
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:19: Excavated by Soil Mechanics on NGR 455905, 525053
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:19: NZ52NE51 BH 3504 Excavated by Soil Mechanics on West, within Coke Crushing Plant
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:19: NZ52SE51 BH 3001 Excavated by Soil Mechanics on Just outside the southeast corner of the
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:20:Boreholes sunk during the Soil Mechanics/W S Atkins site investigation of 1972 describe a layer of
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:20:Boreholes from the 1972 Soil Mechanics – W S Atkins investigation in the western portion of the site
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:27:The 2004 Enviros report includes soil samples with a tested pH value of 12.8. Refractory and other
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:29: • Soil pH was alkaline to highly alkaline. Values up to 12.7 were recorded.
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:29: • Exceedance of ‘Tier 1 Soil Screening Criteria’ was recorded for the following compounds in the
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:29: • In a smaller number of exploratory holes exceedance of ‘Tier 1 Soil Screening Criteria’ was
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:31: Soil gases Carbon dioxide, ✓
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:32: Tidal Flats /Glaciolacustrine Soil gases Carbon dioxide, ✓
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:33: Soil Gasses Carbon Dioxide, Methane, Hydrogen ✓ ✓ Low
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:35:6.2.2 Compressible Soils
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:37: Aggressive soils Potential for high sulphate content in soils Sulphate testing included in laboratory testing
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:37: Dissolution A portion of the site is underlain by soils Detailed logging of soils with special care taken
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:37: Asbestos in soil Potential for unanticipated disposal costs. Investigate to establish whether there is an
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:41:Enviros. (2004). Soil and Groundwater Baseline Characterisation Study for Teesside Works. Enviros.
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:56: soil.
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:57: Release of gas from soil in to
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:57: Human Health - Site neighbours and Migration of soil/atmospheric gases
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:57: Soil Gases; public
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:58: Human Health - Site neighbours and Migration of soil/atmospheric gases
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:67: Contact possible in both soil
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:67: Contact possible in both soil
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:71: Airborne soil.
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:75: and site visitors ✓ Medium High High and exploration eg. Sampling soils.
R-2021-1048-FFM-377862 - R_2021_1048_FFM Ground remediation works at Former Redcar Steelworks Site - No Objection Subject to Mitigation.pdf:4:Best and most versatile agricultural land and soils
R-2021-1048-FFM-377862 - R_2021_1048_FFM Ground remediation works at Former Redcar Steelworks Site - No Objection Subject to Mitigation.pdf:4:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2021-1048-FFM-377862 - R_2021_1048_FFM Ground remediation works at Former Redcar Steelworks Site - No Objection Subject to Mitigation.pdf:4:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2021-1048-FFM-377862 - R_2021_1048_FFM Ground remediation works at Former Redcar Steelworks Site - No Objection Subject to Mitigation.pdf:4:developer uses an appropriately experienced soil specialist to advise on, and supervise soil handling,
R-2021-1048-FFM-377862 - R_2021_1048_FFM Ground remediation works at Former Redcar Steelworks Site - No Objection Subject to Mitigation.pdf:4:including identifying when soils are dry enough to be handled and how to make the best use of soils on
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:6:BFIHOST Base Flow Index estimated from soil type
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:6:PROPWET FEH index of proportion of time that soil is wet
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:6:SPRHOST Standard percentage runoff estimated from soil type
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:10: The UK Soil Observatory viewer indicates that the Soilscapes Mapping for England and Wales
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:10: category for the site is for loamy and clayey soils of coastal flats with naturally high
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:10: groundwater. Immediately north of the site are sand dune soils which are freely draining.
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:10: To the east of the site, under Coatham Marshes, are loamy and clayey soils with impeded
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:37: risk of site pollution and contamination and details will be recorded of the soils, chemicals
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:7:generic commercial / industrial end use. It is anticipated that these works will involve excavation of soils to
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:7:remove obstructions, unsuitable materials or contaminated soils which will be processed or remediated as
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:10:significant risk of spreading or contaminating soil and groundwater with these materials.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:12:* PCBs typically sorb to soil and are not highly mobile. These contaminants may act as localised point sources
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:21: Soil & Water-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:21: Soil and Groundwater 3 Boreholes (max 8m)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:21: Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:21: Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:22:recorded as natural soils, however, it is possible that these are in fact made ground deposits as this area is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:22:Screening of the soil chemical data recorded elevated concentrations of pH and sulphate above the screening
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:22:The assessment concluded that soil samples did not generally pose a risk to human health for a commercial
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:22:pose a short-term risk if soils were left exposed on site.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:22:consistent with soil leaching data. It was noted that the effect on deeper groundwater within bedrock aquifers
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:23:chemical composition of soil and groundwater across the site. However, due to the presence of structures it
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:26: Human Health active during construction phase when sub-surface soils
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:26: within soil (air pores), and the above ground atmosphere
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:26: leaching of contaminants from soil .to the aquifers is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:28:have generated significant contamination impacts to soil and/or groundwater. There is however potential for
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:29:6. Whilst this report and the opinions made are correct to the best of Arcadis’ belief, information to the petroleum officer, sampling or analyses of soil, ground water,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:43:Page Section Soil chemistry On site 0-50m 50-250m 250-500m 500-2000m
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:43:134 20.1 BGS Estimated Background Soil Chemistry 21 10 - - -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:43:136 20.2 BGS Estimated Urban Soil Chemistry 0 0 - - -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:43:136 20.3 BGS Measured Urban Soil Chemistry 0 0 - - -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:94:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:94: leaching soils and the absence of low permeability superficial deposits.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:94: leaching soils and/or the presence of superficial deposits characterised by a low permeability.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:95: ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:130:physical geography and soil properties. It should be noted that the categories for the grading of agricultural
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:151:The potential hazard presented by soils that absorb water when wet (making them swell), and lose water as
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:151:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:170: 20 Soil chemistry
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:170:20.1 BGS Estimated Background Soil Chemistry
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:170:collected at a sample density of approximately 1 per 2 km2. In areas where rural soil samples are not available,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:170:converted to soil-equivalent concentrations prior to the estimation.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:172:20.2 BGS Estimated Urban Soil Chemistry
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:172:20.3 BGS Measured Urban Soil Chemistry
R-2021-1048-FFM-CON LAND 1048(1).pdf:1:boundary for the planned development site, similar to the plan below (showing soil
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:2:information and advice on the assessment of risks arising from the presence of contamination in soils.
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:2:human health from contaminates via different pathways for a range of land use scenarios. The Soil
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:2:and are also depend on a number of assumptions (for example, relating to the soil conditions (pH of 7
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:2:estimate of the mean soil concentration which the actual mean soil concentration should be below 95%
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:2:defined for both soils and groundwaters by the Dutch government research agency (RIVM) using a
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:2: ultimate level of soil quality which any remediation should seek to achieve;
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:A methodology has been developed by the Environment Agency to derive remedial targets for soil
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:concentration of contaminants in the soil pore water with the guidelines acceptable in the target
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:assessment is thus used as a screen to determine which if any of the soil contaminants could
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:concentration of contamination in the soil, the next step is to determine if the mean concentration
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:of contamination in the soil exceeds the CLEA Soil Guideline Value (SGV) as defined in CLR 9.
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:To measure the mean concentration in soil, soil samples are taken in a distribution ideally similar to
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:in the soils sampled.
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:would provide an estimate for the mean concentration of the contaminant in the soil. However, this
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:This test derives from CLR7, but can also be used to comparing soil data against other guidelines
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:4:In order to estimate the mean concentration in the soil from the mean concentration in the samples
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:4:value that the actual average soil concentration will be below 19 times out of 20 (95% of the time).
R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:4:estimate of the actual mean soil concentration, and hence the reduction in uncertainty (expressed
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:5: Soil Sampling ………………………………………………………………………………………………………… 20
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:5: Management of Contaminated Soils …………………………………………………………………………. 25
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:8: REMOVAL OF CONTAMINATED SOILS
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:9: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:13: slag was not the dominant constituent although often still present within the soil matrix.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:13: the soil matrix.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:14:Arcadis have reviewed the distribution of historical investigation at the site, including available soil and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:16:HFO line, COG main, Soil Source Inhalation of Indoor Air
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:17:Asbestos in Soils
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:17:Asbestos fibres are present in shallow soils and pose a risk to Human Health receptors via the inhalation
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:18:Review of previous investigations identified evidence of potential NAPL contamination on soils in the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:19:nuisance including contaminated soil or plant material from any waste you transfer being spread into
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:19:structures/features and/or to address the removal of contaminated soils. Any requirement for deeper
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:22:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:22: • Soils that require off-site disposal/treatment (not treatable);
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:22: • Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:23:• Manage the contamination in excess of screening levels including NAPL containing soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:23:• Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:24: • Treatment of soils impacted with NAPL in order to make them suitable for reuse;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:24: • Segregation of soils with ACM for treatment and reuse;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:24: • Remediation of soils impacted with contaminants above target levels through capping of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:24: • Removal of NAPL and tar impacted soils to address risks to Human Health.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:26: Soil Sampling
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:26:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:27:stockpiled for treatment. Stockpiled soils for treatment will be required to be placed on impermeable
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: Composite soil samples do not exceed the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: within soils within the uppermost 0.2m of the following frequency
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: Composite soil samples do not exceed the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: Ensure that soils remaining in-situ do not
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: Composite soil samples do not exceed the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: within soils within the uppermost 0.2m of the following frequency
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:30: Composite soil samples do not exceed the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:30: Ensure that soils remaining in-situ do not • One sample per stratum or at 1.0m
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:30: Soil samples collected at a frequency of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:31: Composite soil samples collected at a
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:31: Management of Contaminated Soils
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:31:This should comprise placement of protective cover layers in areas where contaminants in soils are
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:31:and will be used to break the pathway to the underlying soils for a period of up to four years with minimal
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:31: • Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32: • Soil Washing;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:Where soils are visibly impacted with NAPL or olfactory observations / onsite screening with a
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:testing as defined above indicates the NAPL is no longer present. Treated soils will be validated against
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:Where soils containing contaminants of concern in excess of the reuse criteria and, due to the presence
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:36: • Field screening / onsite analysis of soil samples (delegated to validating consultant);
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:36: • On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:36: • Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:38: REMOVAL OF CONTAMINATED SOILS
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:40:HFO line, COG main, Soil Source Inhalation of Indoor Air
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:4: Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:4: environmental testing of soil, soil leachate and groundwater, geophysical investigation,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:5: represent a single diffuse soil source across the entirety of the Site footprint.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:6: was not identified to extend to the North Sea. Further, that leaching of CoC from soil into
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:6: from soils will not lead to a further increase in groundwater concentrations).
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:7: • That importation of clean soils in landscaped areas was undertaken to break the driving
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:7: pathways in relation to asbestos (identified in shallow soils) and PAH (identified in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Table E Summary of Contaminants Exceeding Human Health GAC in Soil……………………………………… 30
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Table F Summary of Contaminants Exceeding Water Quality Standards in Soil Leachate ………………. 34
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:10: Soil, Leachate and Groundwater Data (Enviros 2004, AEG 2018 and AEG 2022)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:10: Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:10: Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:12:wells, geo-environmental analytical testing (including soils, soil leachate and groundwater) and collection of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:12:A number of CoC were measured in soil leachate and groundwater above the GAC protective of water resources
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:12:place to address the presence of asbestos in soils, both during construction works and following development.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:12:areas of the Site not covered by buildings or hardstanding could be mitigated through importation of a clean soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:12:proposed as part of redevelopment works, alongside management of soils during the redevelopment /
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:12:construction phase such that deep soils containing contamination were not moved towards the surface.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:12:• Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:15:of boreholes, Cone Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:15:environmental testing of soil, soil leachate and groundwater, geophysical investigation, hydrogeological
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:15:Appendix B, which includes: investigation location plans, trial pit and borehole logs, soil and groundwater
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:17: constituent although often still present within the soil matrix.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:26:2.7 Soil and Groundwater Quality
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:26:Data on the quality of soil and groundwater has been collected as part of previous investigations undertaken at
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:26:The collection of soil and groundwater samples for laboratory analysis, which included leachate testing, has
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:26:been undertaken at the Site to assess the quality of the soil, soil leachate and groundwater. Where present,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:26:soils, Appendix G2 for asbestos in soils, Appendix G3 for soil leachate and Appendix G4 for groundwater. This
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:26:groundwater monitoring events, with only sheens typically noted on soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:28:and steel making and railways. Analytical testing of soils, soil leachate and groundwater has incorporated the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:• Partitioning from NAPL and of soil impacts into the soil leachate and vertical migration (downwards) of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:• Partitioning from NAPL and of soil and groundwater impacts into the soil gas and vertical migration
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:• Dermal contact with soils
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:• Soil and dust ingestion and inhalation
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:• Dermal contact, soil and dust ingestion and inhalation of dusts (indoor and outdoor) in relation to future on-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29: unsaturated soil or groundwater source in relation to future on-Site industrial workers;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:31:• Available soil data collected to date, comprising datasets collected in 2004 (Enviros 2004), 2017 / 2018
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:31:2004 and 2017 / 2018, albeit it incorporated the Site and wider area. As such, the soil dataset comparison has
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:31:4.2.1 Selection of Soil Generic Assessment Criteria
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:31:B. (1) Vapour inhalation of indoor or outdoor air from volatile contaminants in soil (potential CoC include
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:31:C. Direct contact and ingestion of contaminated soil (potential CoC include primarily heavy metals,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:32:Soil organic matter (SOM) recorded in 199No. soil samples obtained for the Made Ground for the Site ranged
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:32:The selected human health GAC for soil and maximum recorded concentrations in soil in Made Ground,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:32:4.2.2 Soil Screen
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:32:Contaminant concentrations in soil samples collected from the Site have been compared with the soil GAC in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:33:Table E Summary of Contaminants Exceeding Human Health GAC in Soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:33:pathways (linkages A and C) i.e. assuming that the soils at these locations remain uncovered by hardstanding,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:33:As such, direct contact with shallow soils containing tar (and elevated PAH) in this location may be active.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:33:Similarly, direct contact exposure from the soil sample collected from 12BT14 at a depth of 0.3m bgl is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:33:on-Site industrial workers by the concentrations measured in shallow soils in 12BT14 and potentially tar in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:33:The metals and inorganics detected are all elements present naturally in soil at relatively high concentrations
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:33:be elevated above natural levels where slag and other steelmaking wastes are incorporated into soil due to the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:34:free cyanide in soil in excess of the GAC.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:34:in soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:34:4-nitrophenol in shallower soil samples collected from the same locations below the laboratory MDL, indicating
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:34:same order of magnitude as the laboratory MDL), with no shallower soil sample collected. Given the relatively
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:The majority of the soil samples tested recorded concentrations of the potential contaminants of concern below
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:additionally noted in excess of the GAC in a soil sample collected from S1-BH13A (6.8m bgl) and 12BT14 (0.3m
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:contact pathways, including within dust (linkages A and C) if the shallow soils remain uncovered post-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:considered to be active. However, the depth at which the soil sample collected from 12BT14 (at 0.3m bgl) and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:as surface soils may become airborne during construction or if incorporated into soft landscaping without a
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:Based on the results of the soil testing, none of the measured concentrations of CoC are considered to represent
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:anticipated that clean soils would be imported for this purpose. On this basis, a significant risk to future on-Site
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:industrial workers would not be present in relation to soils and linkages A, B(1) and C.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:37:4.3.1 Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:37:The results of 87No. soil leachate tests (from on-Site soils) were compared to WQS as shown in Appendix K.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:37:Table F Summary of Contaminants Exceeding Water Quality Standards in Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:43:identified during any of the groundwater monitoring events, with only sheens typically noted on soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:43:and future on-Site industrial workers in a limited number of soil samples, and additionally in relation to the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:43:contact exposure and dust inhalation, under the assumption that near-surface soils remain uncovered in the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:44:the remedial strategy, removal of soils containing tar / NAPL is planned irrespective of potential risks presented.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:46:of sheens on soils in 3No. locations in the northeast of the Site (S2-TPA61, S2-TPA62 and S2-TPA83) and 2No.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:5.3.2 Soil & Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:and sulphate) are found throughout the Site in soil and soil leachate. This is likely in part due to the imported
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:• Iron was identified in the thousands to tens of thousands mg/kg in soil in the northern portion of the Site in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47: pellet stocking area. Notably lower concentrations of iron were observed in soils in the central eastern portion
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47: in relation to soil leachate and soil concentrations in relation to iron, with sporadic elevated concentration in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:• A similar pattern to iron is observed in relation to concentrations of manganese in both soil and soil leachate,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:As such, the presence of metals and inorganics in soils is generally considered to be associated with a diffuse
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:and PAH correlate with soils in which hydrocarbon odours or tar was noted. Localised hot spots may be present,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:Sum TPH was measured above the laboratory MDL in soil in approximately 40% of the samples analysed, with
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:a maximum concentration of 51,000mg/kg in soil sampled from S2-TPA53 (in the far northeast of the Site), in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:which tar was also visually identified. The second highest concentration of 19,000mg/kg was identified in soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:than 500mg/kg). Some lighter end TPH fractions were identified within soils in the eastern portion of the Site,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:47:As such, the presence of PAH and TPH in soil is considered to predominately be a diffuse source associated
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:48:reported), indicating limited variability across the Site. Similarly to soils, there are some locations which show
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:48:measured in soils, where more extensive sampling is available. Metals for which a potential link with on-Site
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49: corelate with those identified in soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49: isolated high, particularly given that no spatial distribution was inferred based on a review of the soil data.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:In soil, in most cases, no significant spatial distribution trends have been identified, suggesting Made Ground is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:manganese, TPH and PAH. Iron and manganese were identified in soils across the Site, albeit were
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:stocking area). TPH and PAH have also been measured in soils across the Site, again, likely due the Made
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51: soil were typically identified in this area as well, although copper in soil appeared reasonably well distributed
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:significantly to that identified in groundwater and soil collected from other locations across the Site and is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:been present (from around the 1930s to 1970s), it is considered that leaching of contaminants from soil to
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:such, soil has not been modelled.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:53:geology, based on the soil log descriptions from the Made Ground and permeability data available for these
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:56:limit for the contaminant. In this case remediation of the soil would be unnecessary to protect water resources…”
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:60:half life and soil water partition coefficient (in the instance of inorganic compounds), with no parameters
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:60:upper end of the range for half life of 1 to 6 years for a granular aquifer), with very low soil water partition
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:62:from asbestos fibres in shallow soils and additionally from measured concentrations of PAH and tar in a limited
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:62:number of locations. The driving pathways of concern were direct contact exposure with shallow soils or
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:62:inhalation of dust generated from shallow soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:62:• Where buildings and hardstanding are absent, it is unlikely that soils will remain uncovered i.e. soft
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:62: landscaping will be in place. Importation of clean soils in landscaped areas would be required given that
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:64:(CCME), December 2000. Canada-Wide Standards for Petroleum Hydrocarbons in Soil: Scientific Rationale:
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:64:Buss, S. R. et al., 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly Journal of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:64:Hydrocarbons in Soils. Science Report P5-080/TR3.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:64:Environment Agency, 2008. Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:64:Environment Agency, 2009a. Human health toxicological assessment of contaminants in soil. Science Report
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:88: of soil, ground water, surface water, air or hazardous building
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:90: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:90:Contour Plan, Soil Summary, Groundwater Summary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:91: 1. Soils analytical results screened to current risk based criteria as part of Appendix H
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:91: 2. Soil sampling analytical results and certificates presented in Appendix 6 of the report
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:126: 1. Soils analytical results screened to current risk based criteria as part of the Appendix H
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:127: 2. Soil sampling analytical results and certificates presented in Appendix 6 of the report
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:127: 1. Soil Leachate analytical results screened to current risk based criteria as part of the Appendix K
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:256: Slight oil sheen at water level. Cannot sample due to soil too coarse.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:292: 1. Soils analytical results screened to current risk based criteria as part of the Appendix H
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:292: 2. Soil sampling analytical results and certificates presented in report 4153 & 4154 Area A Former
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:292: 1. Soil Leachate analytical results screened to current risk based criteria as part of the Appendix K
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:292: 2. Soil leachte sampling analytical results and certificates presented in report 4153 & 4154 Area A
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:369: Base of Section: 10.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:369: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:369: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:369: Initial Water Level: 4.53 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:369: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:370: Base of Section: 10.50 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:370: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:370: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:370: Initial Water Level: 4.11 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:370: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:377: Description 4 Soil samples, 2 Leachate samples.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:389:1730010 TS2_AUK_TP101 7 3.00 TS2_AUK_TP101_SO_0300 SOIL NAD none Joanne Luscombe
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:389:1730011 TS2_AUK_TP156 3 1.00 TS2_AUK_TP156_SO_0100 SOIL NAD none Joanne Luscombe
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:389:1730012 TS2_AUK_TP152 1 2.00 TS2_AUK_TP152_SO_0300 SOIL NAD none Joanne Luscombe
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:389:1730013 TS2_AUK_TP113A 3 TS2_AUK_TP113A_SO_0090 SOIL NAD none Joanne Luscombe
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:390:1730010 TS2_AUK_TP101 3.00 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:390:1730011 TS2_AUK_TP156 1.00 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:390:1730012 TS2_AUK_TP152 2.00 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:390:1730013 TS2_AUK_TP113A 0.90 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:390:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:390:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:394: 1. Soils analytical results screened to current risk based criteria In Appendix H.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:394: 2. Soil sampling analytical results and certificates presented in - Preliminary Onshore Ground Investigation
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:394: 1. Soil Leachate analytical results screened to current risk based criteria in Appendix K.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:394: 2. Soil leachte sampling analytical results and certificates presented in - Preliminary Onshore Ground
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:440: 68 SOIL 16.75-28.65m … soil. Soft to firm thinly laminated dark
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:461:16.65 0 SOIL -10.33 16.65 16.65-27.40m … soil. Very soft dark brown silty CLAY with
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:481: 33 SOIL 12.70-24.00m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:497: 83 SOIL 12.70-23.50m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:513:13.75 0 SOIL -8.75 13.75 13.75m … J1 (1) Laminated brown CLAY with
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:513: 13.75-25.00m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:529: 38 SOIL 15.00-20.30m … soil. Stiff grey brown slightly sandy slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:547: 100 SOIL 16.30m … J57 Firm dark grey brown slightly sandy
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:547: 16.30-22.00m … Soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:567: 100 SOIL -9.27 16.60 16.60-22.30m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:586: 87 SOIL 16.30-24.80m … soil. Very soft to soft grey brown organic
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:601: 100 SOIL 15.15m … B56 Stiff dark red brown slightly sandy
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:601: 15.15-20.00m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:621: 100 SOIL 12.60-20.00m … soil. Firm brown grey organic slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:639: 34 SOIL 15.00m … J48 Firm grey brown slightly sandy slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:639: 15.00-20.50m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:659:16.65 33 SOIL -9.50 16.65 16.65-20.40m … soil. Firm to stiff dark grey brown slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:675: 5.56 0.15 (1) MADE GROUND (Black ash and soil).
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:677:11.70 70 SOIL -5.99 11.70 11.70-15.30m … soil. Stiff dark brown slightly sandy slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:689:13.20 100 SOIL -6.01 13.20 13.20m … B47 Soft grey silty CLAY.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:689: 13.20-17.25m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:735:Base of Section: 2.70 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:735:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:735:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:735:Initial Water Level: 2.14 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:735:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:736:Base of Section: 2.70 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:736:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:736:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:736:Initial Water Level: 2.14 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:736:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:737:Base of Section: 29.90 mBGL A Soil flush with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:737:Diameter of Section: 50.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:737:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:737:Initial Water Level: 5.70 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:737:Weather Conditions: Rain F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:738:Base of Section: 29.90 mBGL A Soil flush with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:738:Diameter of Section: 50.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:738:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:738:Initial Water Level: 5.42 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:738:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:739:Base of Section: 5.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:739:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:739:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:739:Initial Water Level: 3.70 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:739:Weather Conditions: Raining F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:740:Base of Section: 5.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:740:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:740:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:740:Initial Water Level: 3.49 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:740:Weather Conditions: Sunny F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 21-16494 1886083 LF\BH02 18.40 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 21-16494 1886084 MS\BH09 13.00 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 21-16494 1886085 MS\BH17 6.00 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 21-16494 1886086 MS\BH17 7.20 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 21-16494 1886087 MS\BH17 14.20 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 21-13302-1 1866586 MS\TP01 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 21-13300 1866583 MS\TP06 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 21-13296-1 1866576 MS\BH10 5.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 21-13296-1 1866577 MS\TP04 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1242425 S1-BH7A 5.30 SOIL pH + Conductivity (7 days), VOC (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1242426 S1-BH13A 6.80 SOIL pH + Conductivity (7 days), VOC (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252910 S1-BH06 7.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252911 S1-BH06 11.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252912 S1-BH06 18.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252913 S1-BH07A 6.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252914 S1-BH07A 10.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252915 S1-BH07A 14.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252916 S1-BH12 9.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252917 S1-BH12 14.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252918 S1-BH12 17.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252919 S1-BH14 6.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252920 S1-BH14 9.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1252921 S1-BH14 13.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1273337 S1-BH13A 6.00 SOIL ICP (365 days), Total Sulphate ICP (730 days), Metals ICP Prep -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1273339 S1-BH18 10.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1276855 S1-BH04 6.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1276856 S1-BH04 11.40 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1276860 S1-BH18 5.60 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1276861 S1-BH18 8.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1276862 S1-BH20B 7.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1276863 S1-BH20B 12.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4153 Combined Report 1276864 S1-BH20B 15.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1255651 S2-TPA37 0.50 SOIL Organic Matter (Manual) (28 days), pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1255653 S2-TPA39 0.50 SOIL Organic Matter (Manual) (28 days), pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1255654 S2-TPA40 0.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1255655 S2-TPA40 2.20 SOIL Organic Matter (Manual) (28 days), pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1260997 S2-BHA06 4.50 SOIL pH + Conductivity (7 days), VOC (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1267770 S2-BHA05 4.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1267771 S2-BHA05 8.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1276876 S2-BHA06 4.60 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1276877 S2-BHA06 6.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1276878 S2-BHA06 12.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 4154 A Combined Report 1276879 S2-BHA06 16.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 17-90043 1117386 TPB12 0.30 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 17-90043 1117391 TPB08 0.30 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:805:DETS 17-90043 1117392 TPB08 3.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90043 1117393 TPB02 2.60 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90043 1117394 TPB04 0.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90043 1117395 TPB06 0.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90043 1117396 TPB06 2.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119385 TPB05 0.70 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119386 TPB03 0.40 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119387 TPB03 2.60 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119390 TPI09 0.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119391 TPI09 3.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119392 TPI08 0.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119393 3TPI08 3.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119394 TPI07 1.30 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119395 TPI12 0.60 SOIL ICP (365 days), Total Sulphate ICP (730 days), Metals ICP Prep -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119396 TPI12 3.80 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-90393-1 1119397 TPI11 1.00 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-91184 1124258 TPI22 1.00 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-91184 1124259 TPI34 0.80 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-91184 1124260 TPI36 1.50 SOIL ICP (365 days), Total Sulphate ICP (730 days), Metals ICP Prep -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-91184 1124261 TPI36 3.50 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-91559-1 1126374 TPI 31 1.30 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:806:DETS 17-91559-1 1126376 TPI 33 2.80 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-91559-1 1126377 TPI 35 1.50 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-92379-1 1131599 TPH07 0.50 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-92379-1 1131600 TPH07 2.00 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-92379-1 1131603 TPH11 1.70 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-92379-1 1131604 TPH13 0.50 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-92379-1 1131605 TPH14 2.00 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-92379-1 1131610 TPH21 1.60 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-92379-1 1131615 TPH27 1.20 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-92379-1 1131617 TPH33 2.00 SOIL ICP (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-00243-2 1176070 S2TPA48 0.80 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-00243-2 1176071 S2TPA48 4.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-00243-2 1176073 S2TPA49 2.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-00243-2 1176077 S2TPA54 0.20-0.30 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-00243-2 1176078 S2TPA56 2.60 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:807:DETS 17-00352 1176722 S2-TPA47 0.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:808:DETS 17-99406-1 1171700 S2TPA79 1.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:808:DETS 17-99406-1 1171701 S2TPA81 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:808:DETS 17-99406-1 1171702 S2TPA84 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:808:DETS 17-99406-1 1171703 S2TPA87 0.30 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:811: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:812: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:813:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:814:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:815:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:816:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:817:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:818:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:819:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:820:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:821:Table 3: Soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:822:Table 3: Soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:823:Table 3: Soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:825:Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:826:Appendix H: Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:828:#1 DWS is applicable for total chromium, while the EQS is applicable to hexavalent chromium only. Where total chromium analysis was undertaken, speciation was not undertaken. However, hexavalent chromium was not detected in any of the 203 soil samples analysed,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:829:#1 DWS is applicable for total chromium, while the EQS is applicable to hexavalent chromium only. Where total chromium analysis was undertaken, speciation was not undertaken. However, hexavalent chromium was not detected in any of the 203 soil samples analysed,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:830: Hexavalent chromium was not detected in the remaining 17 groundwater samples analysed or in any of the 203 soil samples analysed, or 15 leachate samples analysed. The detections of hexavalent chromium within monitoring wells
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:831: associated with the groundwater sample collected from MS\BH03D at 210µg/l. The source of BTEX measured within MS\BH03D at depth is unclear. The absence of measurable benzene and ethylbenzene in the 159No. soil samples analysed from the Site, alongside the absence of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:835:Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:836:Appendix K: Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:836: 2004 Enviros investigation did not include soil leachate testing.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:838: Contaminant Organic Carbon Coefficient Soil Water Partition Coefficient
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:838: R. et al., 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842: The aquifer Fraction of Organic Carbon (FOC) was based on Site data, where Soil Organic Matter (SOM) testing of the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:845:Fraction of organic carbon (g oc/g soil) 0.005
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:847: point using a tiered analysis process (Level 1 soils – partitioning, Level 2 soils –
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:847: dilution, Level 3 soils and groundwater – attenuation). RTW is a deterministic model.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:853: Soil water partition coefficient Kd 0.00E+00 l/kg Ogata Banks
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:853: Half life for degradation of contaminant in water t1/2 3.00E+02 days Soil water partition coefficient Kd 3.23E+00 l/kg Distance (m) 17.5 1.90E-01
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:854: Soil water partition coefficient Kd 0.00E+00 l/kg Ogata Banks
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:854: Half life for degradation of contaminant in water t1/2 3.00E+02 days Soil water partition coefficient Kd 3.23E+00 l/kg Distance (m) 70.0 1.27E-02
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:8: Methods of Test for Soils for Civil Engineering Purposes
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:8: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:8:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:9:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:10:Representative samples of soil and rock were obtained from the boreholes and trial pits and were taken to
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:16:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:16:boulders in soil types such as glacial till (boulder clay). With respect to rotary coring, driller’s records and observations of the recovered core are used to
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:17:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:17:Legend A graphical representation of the materials encountered using BS 5930:2015 recommended symbols for soil and rock.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:17:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:17:Description Engineering description of each individual soil or rock type follows recommendations outlined in BS 5930:2015 with the
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:20:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS 5930:2015.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:21:ES Environmental soil sample.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:21:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:23:Note: Composite soil types will be
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:424: Base of Section: 8.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:424: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:424: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:424: Initial Water Level: 4.00 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:424: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:425: Base of Section: 8.50 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:425: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:425: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:425: Initial Water Level: 4.51 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:425: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:426: Base of Section: 10.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:426: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:426: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:426: Initial Water Level: 4.53 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:426: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:427: Base of Section: 10.50 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:427: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:427: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:427: Initial Water Level: 4.11 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:427: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:772: Description 65 Soil samples, 6 Leachate samples.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1242423 S1-BH06 14 7.30 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1242424 S1-BH14 10 5.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1242425 S1-BH7A 12 5.30 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1242426 S1-BH13A 15 6.80 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1242947 S1-BH12 4 5.50 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1243397 S1-BH01 7 5.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1243398 S1-BH19 12 5.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1243850 S1-BH05 3 1.90 SOIL NAD none A Christodoulou
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1243851 S1-BH18 7 3.00 SOIL NAD none A Christodoulou
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1245455 S1-BH16 4A 2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1245456 S1-BH16 11 7.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1246582 S1-BH04 10 5.90 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1246583 S1-BH09 8 3.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1246584 S1-BH10 4 1.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1246585 S1-BH10 10 4.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1246586 S1-BH11A 8 6.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1248289 S1-BH08 6 4.10 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1248290 S1-BH15 12 5.00 SOIL Amosite small bundle of Amosite fibres Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1248522 S1-BH02 6 4.20 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1250100 S1-BH17 11 4.00 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1250275 S1-BH03 7 3.20 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1253598 S1-BH20A 10 4.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1253602 S1-BH20B 6 5.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1254255 S1-BH02 1 2.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:828:1254280 S1-BH09 03 1.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:829: Sample Type SOIL
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1242423 S1-BH06 7.30 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1242424 S1-BH14 5.50 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1242425 S1-BH7A 5.30 SOIL 04/10/17 GJ 250ml x2, GV x2, PT 1L x2 pH + Conductivity (7 days), VOC (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1242426 S1-BH13A 6.80 SOIL 04/10/17 GJ 250ml x2, GV x2, PT 1L x2 pH + Conductivity (7 days), VOC (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1242947 S1-BH12 5.50 SOIL 10/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1243397 S1-BH01 5.50 SOIL 10/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1243398 S1-BH19 5.50 SOIL 11/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1243850 S1-BH05 1.90 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1243851 S1-BH18 3.00 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1245455 S1-BH16 2.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1245456 S1-BH16 7.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1246582 S1-BH04 5.90 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1246583 S1-BH09 3.50 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1246584 S1-BH10 1.50 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1246585 S1-BH10 4.50 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1246586 S1-BH11A 6.50 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1248289 S1-BH08 4.10 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1248290 S1-BH15 5.00 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1248522 S1-BH02 4.20 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1250100 S1-BH17 4.00 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1250275 S1-BH03 3.20 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1252910 S1-BH06 7.00 SOIL 06/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1252911 S1-BH06 11.50 SOIL 09/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1252912 S1-BH06 18.50 SOIL 09/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1252913 S1-BH07A 6.00 SOIL 04/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:830:1252914 S1-BH07A 10.00 SOIL 04/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:831:1252915 S1-BH07A 14.00 SOIL 05/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:831:1252916 S1-BH12 9.00 SOIL 11/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1252917 S1-BH12 14.50 SOIL 11/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1252918 S1-BH12 17.00 SOIL 11/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1252919 S1-BH14 6.50 SOIL 06/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1252920 S1-BH14 9.00 SOIL 06/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1252921 S1-BH14 13.50 SOIL 06/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1253598 S1-BH20A 4.20 SOIL 30/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1253602 S1-BH20B 5.50 SOIL 01/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2,
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1254255 S1-BH02 2.20 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1254280 S1-BH09 1.50 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273328 S1-BH01 4.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273329 S1-BH01 5.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273330 S1-BH03 12.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273331 S1-BH09 19.50 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273332 S1-BH17 6.60 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273333 S1-BH17 12.50 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273334 S1-BH17 15.50 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273335 S1-BH17 18.10 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273336 S1-BH10 11.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273337 S1-BH13A 6.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273338 S1-BH15 10.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:832:1273339 S1-BH18 10.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:833:1276851 S1-BH01 9.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276852 S1-BH01 19.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276853 S1-BH02 8.50 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276854 S1-BH03 8.50 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276855 S1-BH04 6.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276856 S1-BH04 11.40 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276857 S1-BH09 11.50 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276858 S1-BH17 4.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276859 S1-BH17 5.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276860 S1-BH18 5.60 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276861 S1-BH18 8.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276862 S1-BH20B 7.50 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276863 S1-BH20B 12.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1276864 S1-BH20B 15.00 SOIL PT 500ml Sample date not supplied, Anions 2:1 (365 days), pH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1277546 S1-BH01 13.00 SOIL 11/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:834:1277547 S1-BH10 6.50 SOIL 18/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:835:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:835:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:838: Description 80 Soil samples, 12 Leachate samples.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:916: Sample Type B B SOIL
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:917: Sample Type B B SOIL
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:918: Sample Type B B SOIL
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:919: Sample Type B B SOIL
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1239255 S2-TPA40 2 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1239256 S2-TPA40 9 2.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1239884 S2-TPA36 2 0.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1239885 S2-TPA36 9 2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1239886 S2-TPA37 2 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1239887 S2-TPA38 4 1.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1239888 S2-TPA39 2 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1239889 S2-TPA39 8 3.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242111 S2-TPA33 2 0.20 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242112 S2-TPA33 7 2.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242113 S2-TPA34 2 1.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242114 S2-TPA34 13 4.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242131 S2-TPA09 2 1.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242132 S2-TPA09 4 1.50 SOIL Chrysotile Chrysotile present in visible cement Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242133 S2-TPA09 8 3.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242134 S2-TPA10 2 0.20 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242135 S2-TPA10 7 2.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242136 S2-TPA17 5 2.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242137 S2-TPA17 11 4.00 SOIL Amosite Amosite present in bundles Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242138 S2-TPA18 5 1.80 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242146 S2-TPA21 2 0.20 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242147 S2-TPA21 12 3.50 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242148 S2-TPA31 2 1.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242149 S2-TPA31 9 3.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242150 S2-TPA32 2 1.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242151 S2-TPA32 8 3.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1242152 S2-TPA35 6 2.00 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1248475 S2-TPA09 11 4.00 SOIL NAD none A Christodoulou
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1250549 S2-BHA04 14 5.80 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1253725 S2-BHA03 6 6.00 SOIL NAD none A Christodoulou
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1257880 S2-TPA17 3 1.20 SOIL NAD none Chris Samms
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1260996 S2-BHA02 6 3.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1260997 S2-BHA06 11 4.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:938:1265394 S2-BHA01 10 6.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:939: Sample Type SOIL SOIL
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1239255 S2-TPA40 0.30 SOIL 03/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1239256 S2-TPA40 2.50 SOIL 03/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1239884 S2-TPA36 0.50 SOIL 04/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1239885 S2-TPA36 2.50 SOIL 04/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1239886 S2-TPA37 1.00 SOIL 04/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1239887 S2-TPA38 1.50 SOIL 04/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1239888 S2-TPA39 1.00 SOIL 04/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1239889 S2-TPA39 3.00 SOIL 04/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242111 S2-TPA33 0.20 SOIL 09/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242112 S2-TPA33 2.00 SOIL 09/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242113 S2-TPA34 1.00 SOIL 09/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242114 S2-TPA34 4.00 SOIL 09/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242131 S2-TPA09 1.00 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242132 S2-TPA09 1.50 SOIL 06/10/17 PT 1L
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242133 S2-TPA09 3.00 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242134 S2-TPA10 0.20 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242135 S2-TPA10 2.00 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242136 S2-TPA17 2.00 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242137 S2-TPA17 4.00 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242138 S2-TPA18 1.80 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242146 S2-TPA21 0.20 SOIL 05/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242147 S2-TPA21 3.50 SOIL 05/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:940:1242148 S2-TPA31 1.00 SOIL 05/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1242149 S2-TPA31 3.00 SOIL 05/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1242150 S2-TPA32 1.00 SOIL 05/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1242151 S2-TPA32 3.00 SOIL 05/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1242152 S2-TPA35 2.00 SOIL 05/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1243559 S2-TPA18 0.80 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1248475 S2-TPA09 4.00 SOIL 06/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1250549 S2-BHA04 5.80 SOIL 26/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1253725 S2-BHA03 6.00 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1254199 S2-TPA10 3.00 SOIL 06/10/17 No containers logged Organic Matter (Manual) (28 days), Cannot evaluate
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1255627 S2-TPA09 0.50 SOIL 06/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1255628 S2-TPA10 0.50 SOIL 06/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1255629 S2-TPA18 3.50 SOIL 06/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1255630 S2-TPA21 1.50 SOIL 05/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1255631 S2-TPA21 2.30 SOIL 05/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:941:1255632 S2-TPA21 3.00 SOIL 05/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255633 S2-TPA21 4.20 SOIL 05/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255634 S2-TPA31 0.50 SOIL 05/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255635 S2-TPA31 2.20 SOIL 05/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255636 S2-TPA31 2.50 SOIL 05/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255637 S2-TPA31 3.20 SOIL 05/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255638 S2-TPA32 0.50 SOIL 05/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255639 S2-TPA32 1.20 SOIL 05/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255640 S2-TPA33 1.50 SOIL 09/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255641 S2-TPA33 2.20 SOIL 09/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255642 S2-TPA34 1.20 SOIL 09/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255643 S2-TPA34 1.70 SOIL 09/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255644 S2-TPA34 2.20 SOIL 09/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255645 S2-TPA34 3.20 SOIL 09/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255646 S2-TPA34 3.70 SOIL 09/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255647 S2-TPA35 1.50 SOIL 05/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255648 S2-TPA35 2.20 SOIL 05/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255649 S2-TPA36 0.80 SOIL 04/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255650 S2-TPA36 2.00 SOIL 04/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255651 S2-TPA37 0.50 SOIL 04/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255652 S2-TPA38 0.50 SOIL 04/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255653 S2-TPA39 0.50 SOIL 04/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:942:1255654 S2-TPA40 0.20 SOIL 03/10/17 PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1255655 S2-TPA40 2.20 SOIL 03/10/17 PT 1L Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1255852 S2-TPA18 1.00 SOIL PT 500ml Sample date not supplied, pH +
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1257880 S2-TPA17 1.20 SOIL 06/10/17 PG
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1260996 S2-BHA02 3.00 SOIL 02/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1260997 S2-BHA06 4.50 SOIL 07/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days), VOC (7
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1263033 S2-TPA09 2.50 SOIL 06/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1263034 S2-TPA17 1.50 SOIL 06/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1265394 S2-BHA01 6.00 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days),
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1267765 S2-BHA01 7.50 SOIL 27/11/17 GJ 250ml, PT 1L
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1267766 S2-BHA01 12.00 SOIL 27/11/17 GJ 250ml, PT 1L
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1267767 S2-BHA01 16.50 SOIL 30/11/17 GJ 250ml, PT 1L
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1267768 S2-BHA03 8.50 SOIL 31/10/17 GJ 250ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1267769 S2-BHA03 13.50 SOIL 01/11/17 GJ 250ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1267770 S2-BHA05 4.50 SOIL 24/10/17 GJ 250ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1267771 S2-BHA05 8.50 SOIL 25/10/17 GJ 250ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1276876 S2-BHA06 4.60 SOIL PT 500ml Sample date not supplied, Anions
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1276877 S2-BHA06 6.00 SOIL PT 500ml Sample date not supplied, Anions
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1276878 S2-BHA06 12.00 SOIL PT 500ml Sample date not supplied, Anions
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1276879 S2-BHA06 16.00 SOIL PT 500ml Sample date not supplied, Anions
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:943:1276880 S2-TPA32 2.50 SOIL PT 500ml Sample date not supplied, Anions
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:944:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:944:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:973: ANC is a measure of the buffering capacity of soils and
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:973: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:974: BS1377:1990 – Soils for Civil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:974: 1001 Preparation of potentially contaminated soils prior to
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:974: This method outlines the procedure used to describe soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:974:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:974:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:974: Content of Soil BS 1377:1990
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:974: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:975:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:975: soils and loose aggregates. HSE
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:975: Organic matter in soil is oxidised with potassium
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:975: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:976: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:976: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:976: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:976: The carbonate present in the soil reacts with a known
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:976: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:976: The chloride in the soil is dissolved in water and the
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:976:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:976: 2006 of Soil & Chloride MCERTS(Soils)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:976: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:977: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:977:DETSC pH Value of Soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:977: The electrical conductance of a soil suspension in water or
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:977: 2009 In some cases, the soil may need to be extracted with an WEF
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:977: Soil & Water
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:977: soil in saturated calcium sulphate.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:977: Dried, ground soil is transferred to a dry, tared measuring
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:977: 2019 Soil Density contents are then weighed and the density of the soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:978: sulphide in soils and similar matrices
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:978: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:978: Soils: 10mg/kg
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:978: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:980: Formaldehyde in soil is extracted in water, with a water to
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:980: soil ratio of 10:1. The insoluble residue is removed by
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:980:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:980: Liquid samples and aqueous soil extracts are filtered
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:980:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:981: The sulphate and magnesium in the soil are extracted in an
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:981: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:981: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:981: Soil samples are treated with phosphoric acid to expel any
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:982: 2119 Ammonia in Soil MCERTS(Soils)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:982: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:982: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:982: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:982: Soil: 0.2mg/kg
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:982: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:983: Soils mg/kg:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:985: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:987: Metals in Soil by
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:987: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:987: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:987: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:988: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:989: Sulphur compounds in soil are extracted using aqua regia
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:989: 2320 Soil by ICP
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:989: The sulphate in the soil is extracted in dilute hydrochloric
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:989: content of Soil by 0.01%
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:989: Sulphur compounds in soil are extracted using aqua regia
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:989:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:990: The mercury is extracted from soil in aqua regia with
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:990: Mercury in Soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:990: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:990: Soils are air-dried and crushed before being subjected to a
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:990:DETSC Extraction. Soil: 100µg/kg
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:990: Soils, waters and aqueous samples are tested on an as-
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:990:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:991: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:991: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:991: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:991: Matter in Soil The Determination of Material
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: Soils are extracted in dichloromethane (DCM) by
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: National Grid Property Holdings Soil:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: Section 3.12 Soil Analysis: Elemental Water:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: Waters and aqueous extracts of soils are extracted using
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: Soil mg/kg:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: are extracted from soil and water using n-Hexane. The
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: Soils and associated materials are extracted in
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: Soils are extracted into hexane: acetone by shaking. The
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:992: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:993: The PAHs in the soil sample are extracted into hexane:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:993: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:993: 10 mg/kg Soil:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:993: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:994:DETSC USEPA Method 8015B – Non- Soil:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:994: BTEX, MTBE and PRO in soils are determined via
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:994:DETSC PRO in Soils by MCERTS(Soils)
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:994: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:994: An as-received soil sample is extracted in Hexane:Acetone
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:994:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:996: The SVOCs in the soil sample are extracted into DCM:
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:996: Soils by GCMS the appropriate internal standard mass peak area.
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:997: 5008 Soil
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:1000: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:14: lifestyle and the fertile soils of the Tees Valley supported many settlements,
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:23: been either taken away or buried by soil link the barrows with
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:8: Methods of Test for Soils for Civil Engineering Purposes
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:8: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:9:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:9:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:11:cylindrical specimens of soil/rock core. Within sonic sample holes MS\BH06, MS\BH07, MS\BH09 and
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:13:Representative samples of soil, water and rock were obtained from the exploratory holes and were taken to
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14:In addition soil samples were taken for VOC testing in accordance to BS10176:2020 as required by the
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:20:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:21:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:21:Legend A graphical representation of the materials encountered using BS 5930 recommended symbols for soil and rock.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:21:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:21:Description Engineering description of each individual soil or rock type follows recommendations outlined in the current BS 5930 with
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:24:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS5930.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:25:ES Environmental soil sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:25:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:27: Soils
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:27:Note: Composite soil types will be
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:37: 68 SOIL 16.75-28.65m … soil. Soft to firm thinly laminated dark
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:58:16.65 0 SOIL -10.33 16.65 16.65-27.40m … soil. Very soft dark brown silty CLAY with
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:78: 33 SOIL 12.70-24.00m … soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:94: 83 SOIL 12.70-23.50m … soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:110:13.75 0 SOIL -8.75 13.75 13.75m … J1 (1) Laminated brown CLAY with
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:110: 13.75-25.00m … soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:126: 38 SOIL 15.00-20.30m … soil. Stiff grey brown slightly sandy slightly
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:144: 100 SOIL 16.30m … J57 Firm dark grey brown slightly sandy
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:144: 16.30-22.00m … Soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:164: 100 SOIL -9.27 16.60 16.60-22.30m … soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:183: 87 SOIL 16.30-24.80m … soil. Very soft to soft grey brown organic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:198: 100 SOIL 15.15m … B56 Stiff dark red brown slightly sandy
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:198: 15.15-20.00m … soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:218: 100 SOIL 12.60-20.00m … soil. Firm brown grey organic slightly
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:236: 34 SOIL 15.00m … J48 Firm grey brown slightly sandy slightly
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:236: 15.00-20.50m … soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:256:16.65 33 SOIL -9.50 16.65 16.65-20.40m … soil. Firm to stiff dark grey brown slightly
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:272: 5.56 0.15 (1) MADE GROUND (Black ash and soil).
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:274:11.70 70 SOIL -5.99 11.70 11.70-15.30m … soil. Stiff dark brown slightly sandy slightly
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:286:13.20 100 SOIL -6.01 13.20 13.20m … B47 Soft grey silty CLAY.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:286: 13.20-17.25m … soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:408: Apparent Resistivity of Soil No BS 1377 Part 9
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:408: Redox Potential of Soil No BS 1377 Part 9
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:408: Determination of the Soil Infiltration Rate for No BRE Digest
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:834: Description 8 Soil samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:1886080 MS\BH16 13.40 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:1886081 MS\BH17 3.90 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:1886082 MS\BH17 5.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:1886083 LF\BH02 18.40 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:1886084 MS\BH09 13.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:1886085 MS\BH17 6.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:1886086 MS\BH17 7.20 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:1886087 MS\BH17 14.20 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Mercury (28 days)
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:837:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:843: Description 8 Soil samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:1875196 MS\BH16 13.40 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:1875197 MS\BH07 22.40 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:1875198 MS\BH17 18.70-18.90 SOIL 08/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:1875199 MS\BH09 14.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:1875200 MS\BH17 1.00-1.20 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:1875201 MS\BH17 3.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:1875202 MS\BH17 3.90 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:1875203 MS\BH17 5.00 SOIL 07/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:853:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:856: Description 4 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:861:1872963 MS\BH09 3 0.50 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:861:1872964 MS\BH09 8 2.00-2.30 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:863:1872963 MS\BH09 0.50 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:863:1872964 MS\BH09 2.00-2.30 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:863:1872965 MS\BH09 4.65-4.85 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:863:1872966 MS\BH15 12.45-13.00 SOIL 06/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:863:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:863:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:864: Description 11 Soil samples, 2 Leachate samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:883:1870852 MS\BH15 4 1.00 SOIL NAD none Lee Kerridge
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:883:1870856 MS\BH16 5 0.50 SOIL NAD none Lee Kerridge
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:883:1870857 MS\BH16 17 3.30-3.50 SOIL NAD none Lee Kerridge
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:883:1870859 MS\BH16 23 5.00-5.20 SOIL NAD none Lee Kerridge
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870852 MS\BH15 1.00 SOIL 01/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870853 MS\BH15 2.70-2.90 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870854 MS\BH15 4.40-4.60 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870855 MS\BH07 15.70-15.90 SOIL 01/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870856 MS\BH16 0.50 SOIL 01/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870857 MS\BH16 3.30-3.50 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870858 MS\BH16 4.20-4.40 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870859 MS\BH16 5.00-5.20 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870860 MS\BH16 5.70-5.90 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870861 MS\BH14 14.20 SOIL 01/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:1870862 MS\BH14 17.50-17.70 SOIL 02/07/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:884:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:887: Description 5 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:902:1870839 MS\BH07 7 4.20-4.65 SOIL NAD none D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:903:1870836 MS\BH07 0.35 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:903:1870837 MS\BH07 1.00-2.00 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:903:1870838 MS\BH07 2.70-4.20 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:903:1870839 MS\BH07 4.20-4.65 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:903:1870840 MS\BH07 4.65-5.00 SOIL 30/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:903:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:903:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:906: Description 3 Soil samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:914:1870195 MS\BH14 16 4.20-4.40 SOIL Chrysotile Chrysotile present in Microscopic Keith Wilson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:916:1870194 LF\BH01 28.65-28.95 SOIL 29/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:916:1870195 MS\BH14 4.20-4.40 SOIL 29/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:916:1870196 MS\BH14 4.50-4.80 SOIL 29/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:916:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:916:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:919: Description 8 Soil samples, 3 Leachate samples, 1 Water sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:940:1869128 MS\BH02 13 2.25-2.70 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:1869125 MS\BH14 0.30 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:1869126 MS\BH14 1.00 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:1869127 MS\BH13 10.20-10.40 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:1869128 MS\BH02 2.25-2.70 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:1869129 MS\BH02 10.20-10.40 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:1869130 MS\BH02 11.20-11.40 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:1869131 MS\BH03 23.40 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:1869132 MS\BH13 11.00-11.20 SOIL 28/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:941:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:944: Description 3 Soil samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:948:1869083 MS\BH02 0.30 SOIL 25/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:948:1869084 MS\BH13 0.50 SOIL 25/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:948:1869085 MS\BH13 3.60 SOIL 25/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:948:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:948:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:951: Description 4 Soil samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:962:1868020 LF\TP03 19 4.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:963:1868020 LF\TP03 4.00 SOIL 24/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:963:1868021 LF\BH02 8.70-8.90 SOIL 24/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:963:1868022 MS\BH03 11.00-11.20 SOIL 24/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:963:1868023 MS\BH03 9.50-9.80 SOIL 24/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:963:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:963:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:966: Description 3 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:975:1868008 LF\TP02 5 1.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:976:1868008 LF\TP02 1.00 SOIL 23/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:976:1868009 MS\BH03 3.00-3.30 SOIL 23/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:976:1868010 MS\BH04 22.30 SOIL 23/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:976:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:976:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:979: Description 12 Soil samples, 1 Leachate sample, 4 Water samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867085 LF\BH01 1 0.30 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867086 LF\BH01 2 0.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867087 LF\BH01 4 2.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867089 LF\TP01 1 0.30 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867090 LF\TP01 5 1.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867091 LF\BH02 1 0.30 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867092 LF\BH02 3 1.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867093 MS\BH03 2 0.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867094 MS\BH03 3 1.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867095 MS\BH03 4 2.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1004:1867265 MS\TP06 9 3.80 SOIL Chrysotile Bundle of Chrysotile fibres Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867085 LF\BH01 0.30 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867086 LF\BH01 0.50 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867087 LF\BH01 2.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867088 LF\BH01 4.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867089 LF\TP01 0.30 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867090 LF\TP01 1.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867091 LF\BH02 0.30 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867092 LF\BH02 1.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867093 MS\BH03 0.50 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867094 MS\BH03 1.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867095 MS\BH03 2.00 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:1867265 MS\TP06 3.80 SOIL 22/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1006:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1009: Description 3 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1017:1866591 MS\TP10 2 0.30 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1017:1866592 MS\TP10 6 0.50 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1018:1866590 MB\BH05 17.30 SOIL 21/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1018:1866591 MS\TP10 0.30 SOIL 21/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1018:1866592 MS\TP10 0.50 SOIL 21/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1018:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1018:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1021: Description One Soil sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1025:1866587 MS\TP05 15 3.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1026:1866587 MS\TP05 3.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1026:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1026:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1029: Description One Soil sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1033:1866586 MS\TP01 4 0.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1034:1866586 MS\TP01 0.50 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Sulphur (free) (7 days), Total Sulphur ICP (7 days),
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1034:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1034:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1037: Description One Soil sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1041:1866583 MS\TP06 4 0.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1042:1866583 MS\TP06 0.50 SOIL 15/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1042:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1042:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1045: Description 2 Soil samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1049:1866576 MS\BH10 5.00 SOIL 14/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Sulphur (free) (7 days), Total Sulphur ICP (7 days),
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1049:1866577 MS\TP04 0.50 SOIL 14/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Sulphur (free) (7 days), Total Sulphur ICP (7 days),
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1049:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1049:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1052: Description 12 Soil samples, 1 Leachate sample, 1 Water sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865488 MS\BH04 1 0.30 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865489 MS\BH04 2 0.50 SOIL Chrysotile Bundle of Chrysotile fibres Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865492 MS\TP01 15 3.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865493 MS\TP01 19 4.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865494 MS\TP05 4 0.50 SOIL Chrysotile Bundle of Chrysotile fibres Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865495 MS\TP05 6 1.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865496 MS\TP05 11 2.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865497 MS\TP07 4 0.50 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865498 MS\TP07 10 2.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1080:1865499 MS\TP07 19 4.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865488 MS\BH04 0.30 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865489 MS\BH04 0.50 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865490 MS\BH04 1.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865491 MS\BH10 19.10 SOIL 18/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865492 MS\TP01 3.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865493 MS\TP01 4.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865494 MS\TP05 0.50 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865495 MS\TP05 1.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865496 MS\TP05 2.00 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865497 MS\TP07 0.50 SOIL 17/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865498 MS\TP07 2.00 SOIL 18/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:1865499 MS\TP07 4.00 SOIL 18/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1082:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1085: Description 3 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1094:1864614 MS\TP09 6 1.00 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1094:1864615 MS\TP09 15 3.00 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1095:1864612 MS\BH05 4.40 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1095:1864613 MS\BH05 16.60 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1095:1864614 MS\TP09 1.00 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1095:1864615 MS\TP09 3.00 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1095:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1095:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1098: Description 2 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1105:1864603 MS\TP06 6 1.20 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1106:1864602 MS\BH10 11.30 SOIL 16/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1106:1864603 MS\TP06 1.20 SOIL 15/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1106:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1106:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1109: Description 2 Soil samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1117:1864247 MS\TP03 9 2.00 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1117:1864248 MS\TP04 5 4.00 SOIL NAD none Keith Wilson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1118:1864247 MS\TP03 2.00 SOIL 14/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1118:1864248 MS\TP04 4.00 SOIL 15/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1118:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1118:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1121: Description One Soil sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1129:1862197 MS\BH10 6 4.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1130:1862197 MS\BH10 4.00 SOIL 09/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1130:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1130:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1133: Description 1 Soil sample, 1 Water sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1143:1860515 MS\BH10 3 1.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1144:1860515 MS\BH10 1.00 SOIL 07/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1144:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1144:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1147: Description 3 Soil samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1155:1860481 MS\BH12 3 1.00 SOIL NAD none Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1156:1860480 MS\BH11 13.20 SOIL 03/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1156:1860481 MS\BH12 1.00 SOIL 03/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1156:1860482 MS\BH12 2.70-3.00 SOIL 03/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1156:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1156:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1159: Description 3 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1169:1859044 MS\BH11 2 0.50 SOIL Amosite Amosite present as fibre bundles D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1169:1859045 MS\BH11 6 4.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1171:1859044 MS\BH11 0.50 SOIL 02/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1171:1859045 MS\BH11 4.00 SOIL 02/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1171:1859046 MS\BH11 5.00 SOIL 02/06/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1171:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1171:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1174: Description 3 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1184:1856406 MS\BH08 1 0.36 SOIL NAD none D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1184:1856407 MS\BH08 5 3.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1185:1856406 MS\BH08 0.36 SOIL 28/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1185:1856407 MS\BH08 3.00 SOIL 28/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1185:1856408 MS\BH08 6.00 SOIL 28/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1185:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1185:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1188: Description 2 Soil samples.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1196:1854685 MS\BH06 1 0.50 SOIL Chrysotile Bundle of Chrysotile fibres Rebecca Burgess
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1198:1854685 MS\BH06 0.50 SOIL 24/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1198:1854686 MS\BH06 5.30 SOIL 24/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1198:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1198:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1256: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1257: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1258: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1259: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1261:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1261:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1261:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1263:Test Method No. Description No. (if Description (UK soils dry weight
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1265: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1266: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1267: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1268: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1270:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1270:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1270:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1272:Test Method No. Description No. (if Description (UK soils dry weight
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1274: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1275: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1276: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1277: Sample Type Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1280:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1280:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1280:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1282:Test Method No. Description No. (if Description (UK soils dry weight
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1284: Sample Type Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1285: Sample Type Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1286: Sample Type Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1287: Sample Type Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1289:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1289:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1289:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1291:Test Method No. Description No. (if Description (UK soils dry weight
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1293: Sample Type Soil Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1294: Sample Type Soil Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1295: Sample Type Soil Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1296: Sample Type Soil Soil Soil Soil Soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1298:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1298:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1298:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1300:Test Method No. Description No. (if Description (UK soils dry weight
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1302: SOIL INVESTIGATION
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1304: Soil Unit Weight 5
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1304: Soil Behaviour Type 6
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1304: Soil Behaviour Type Index – Ic 7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1305:At the request of AEG, a soils investigation was carried out on project Preliminary Onshore Ground
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1305:responsibility for the accuracy or suitability of any assumptions, derived soil parameters, soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1305:classification descriptions or soil layer boundaries contained in this report.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1307:Ic Soil Behaviour Type Index: Continuous numerical representation of Robertson
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1307: (1990) soil behaviour type classification chart.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1307:SBT or SBTn Soil behaviour type classification
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1307:γ Unit weight of soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1307:ρ Volumetric mass density (or specific mass) of soil: ρ = γ/g
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1308:Soil behaviour type, or ‘SBT’: Soil classification scheme or classified soil type according to
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1308:values is largest in low strength collapsible soils with large excess pore pressures. The percentage
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:were derived for corresponding drained and undrained derived soil behaviour types (SBTs)
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:all parameters were derived over a range of transitional soils within the range 2.4 < Ic < 2.7 (see
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:In general, the engineering parameters derived for fine grain soils (undrained) are suitable for
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:soils of both silicate and carbonate composition, whereas parameters derived for coarse soils are
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:The total vertical stress with depth was calculated as the sum of the calculated soil unit weight
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:above a given depth. See section 5.4 for information on the empirical estimate of soil unit weight.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:each location based on interpretation of piezocone measurements in drained soils and the final
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309: SOIL UNIT WEIGHT
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:The soil unit weight was estimated using the following method proposed by Robertson (2010b).
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:Throughout pre-drilled zones (inspection pits or drill-out) the soil was assigned a nominal unit
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310:nominal 1.0 kPa resistance for the purpose of obtaining an approximate soil unit weight necessary
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310: SOIL BEHAVIOUR TYPE
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310:The soil behaviour type (SBT) was interpreted using the Robertson (1990) classification system
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310:silicate soils.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310:particularly for NC soils exceeding a depth of 15 m, the classification is often significantly in
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310:The SBT chart is provided in Appendix B – General Information, titled ‘CPT Soil Behaviour Type
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310: • The SBT classification provides a general soil type and tends to show biased towards the
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310: soil fraction that dominates the mechanical behaviour.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310: • If fine cohesive soils are dry and overconsolidated, the classification tends to shift
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1310: towards a coarser soil type (or lower Ic index)
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1311: SOIL BEHAVIOUR TYPE INDEX – IC
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1311:The principal trend in soil behaviour type (SBT) variation can be expressed by a continuous index,
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1311:analysis of soil units and variation within units.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1311:Appendix B figure ‘CPT Soil Behaviour Type Chart’. The method does not identify zones 1
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1311:more accurate at shallow depths in overconsolidated soils.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1312:Where Nk is an empirical factor which varies with soil type, stress history, structure/fabric,
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1313:lower strength soils.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1313:of exponent m’ and that its value can be estimated by relation to soil behaviour type index Ic:
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1315:Fine grained soils
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1315:The effective friction angle for fine grained soils was calculated based on the Senneset et al.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1315:non-cemented normally consolidated to lightly overconsolidated soils.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1316: geotechnical centrifuge tests for a variety of soils. Redrawn from Ouyang & Mayne (2018).
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1316:evaluated for all soil types using the constrained modulus method proposed by Mayne (2006)
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1316:consolidation stress for overconsolidated soils.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1316:An alpha factor of 8.25 reported by Kulhawy & Mayne (1990) for fine grained soils appears to
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1318:for soil dilatancy (initial rise in pressure) using the Sully et al (1999) method by backwards
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1318:For dissipation tests with t50 values of less than ~40 seconds in NC-LOC soils, the estimate of
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1319:effect of soil stiffness:
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1319:Robertson (2014) proposed an approximate relationship between permeability (k) and the soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1319:index; the index value evaluated from the CPT is a parameter describing the soil type which
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1319:the soil constituent controlling mechanical behaviour. The equivalent value based on
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1319:permeability simply provides comparative insight into the soil type in terms of approximate
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1320: DRAINED AND UNDRAINED SOIL BEHAVIOUR
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1320:derived for drained and undrained soil behaviour types (SBTs) respectively, however, to help
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1320:derived over the Soil Behaviour Type range 2.4 < Ic < 2.7. For partially drained conditions, error
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1320:While the piezo system is saturated before use, testing through unsaturated soils may result in
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1320:contractive soils should normally have a dynamic ‘peaky’ appearance.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1320:The tip resistance in lower strength contractive soils without pore pressure measurement in the
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1320:often inaccurate in heavily disturbed soils with a ‘blocky’ macro fabric. The last ~8 cm of data
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1321:limitations and temperature effects in very low strength or sensitive soils. The latter can often
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1321:During penetration at the boundary between soils of contrasting stiffness, a transition zone is
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1321:often evident prior to mobilisation of the true soil stiffness. These should be cautiously ignored
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1321:in assessment of soil behaviour type and parameter evaluation. Where the stiff layer is thin
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1321:The presence of gravel or larger clasts in a soil is often characterised by short peaks in the CPT
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1321:reductions in pore water readings due to dilation effects. Frequent gravels in soft or loose soils
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1321:The magnetometer probe was pushed into the soil using a standard CPT rig up to a maximum
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1322:on Soil Mechanics and Geotechnical Engineering 3:2195-222 (1999).
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1322:Cone Penetration Test and Flat Dilatometer Test”. Soil Behaviour and Soft Ground Construction (GSP119), American Society of
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1322:Clayey Soils”, Journal of Geotech. Geoenviron. Eng., Vol. 134(8), pp. 1142-1153.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1322:Kulhawy, F.H. and Mayne, P.W. (1990) “Manual on Estimating Soil Properties for Foundation Design”. Report EPRI EL-6800
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1322:Lecture”. Soil & Rock America 2003 (Proceedings. 12th Pan American Conference on Soil Mechanics and Geotechnical
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1322:International Conference on Soil Mechanics and Geotechnical Engineering, Vol. 2. Millpress, Rotterdam, The Netherlands 2005.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1323:Robertson, P.K. (2010b) “Estimating soil unit weight from CPT”. Proceedings, 2nd International Symposium on Cone Penetration
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1323:Robertson, P.K (2014) “Estimating in-situ soil permeability from CPT & CPTu”. Proceedings, 3rd International Symposium on
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1323:Senneset, K., R. Sandven, and N. Janbu (1989), “Evaluation of Soil Parameters from Piezocone Tests,” Transportation Research
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1323:data in overconsolidated fine-grained soils”. Canadian Geotechnical Journal. Vol. 36, pp. 369-381.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT01 7.96 1.80 60.4 Piezocone response in drained soils 217.40 *ID, *UBI.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT01A 8.04 1.80 61.2 Piezocone response in drained soils 227.00 *ID, *UBI.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT02 7.40 1.70 55.9 Piezocone response in drained soils 238.10 *ID, *UBI.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT02A 8.40 1.70 65.7 Piezocone response in drained soils 203.40 *ID, *UR, *UBI.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT04 10.00 1.30 85.3 Piezocone response in drained soils 128.20 *ID, *UBI.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT04 15.06 1.30 135.0 Piezocone response in drained soils 9.20 *ID, *UBI.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT04 15.29 1.30 137.2 Piezocone response in drained soils 128 50 296.6 2.90 3.50E-08 3.18E-08
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT04 21.00 1.30 193.3 Piezocone response in drained soils 1 14.90 *ID, *UBI.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT05 10.48 0.80 95.0 Piezocone response in drained soils 2759 50 13.8 2.40 7.54E-10 1.78E-09
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT05 15.48 0.80 144.0 Piezocone response in drained soils 559 50 67.9 11.70 5.55E-09 1.81E-09
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT05 20.46 0.80 192.9 Piezocone response in drained soils 1199 37 16.4 10.30 9.39E-10 4.95E-10
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT06 10.20 0.30 97.1 Piezocone response in drained soils 419 22 19.8 2.00 1.19E-09 3.09E-09
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT06 15.18 0.30 146.0 Piezocone response in drained soils 111.80 9.00 3.86E-09 *ID, *UBI.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:LF\CPT06 20.18 0.30 195.0 Piezocone response in drained soils 20.80 *ID, *UBI.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1326:PUS: Potentially unsaturated soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1328: CPT soil behaviour type chart
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1331: CPT SOIL BEHAVIOUR TYPE CHART
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1331: Zone Soil Behaviour Type (SBT)
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1331: 2 Organic soils 7 Gravelly sand to sand
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1331:fine grained – HOC or cemented’ within the soil unit descriptions of plots in Appendix D.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1332:SCHNEIDER ET AL (2008) SOIL CLASSIFICATION CHART
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1334: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1335: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1336: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1337: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1340: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1341: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1342: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1343: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1344: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1345: *Phreatic surface origin: Piezocone response in drained soils 28-07-21 P-107755-7
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1346: SOIL BEHAVIOUR TYPE (SBT) DESCRIPTIONS
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1347: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1347: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1347: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1348: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1348: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1348: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1349: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1349: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1349: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1350: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1350: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1350: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1351: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1351: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1352: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1352: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1353: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1353: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1353: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1354: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1354: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1354: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1355: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1355: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1355: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1356: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1356: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1356: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1357: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1357: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1357: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1358: 0 5 10 15 20 25 30 Insitu Pore Pressure Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1358: (2) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1358: soils QA Diss.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1360: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1360: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1361: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1361: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1362: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1362: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1363: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1363: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1364: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1364: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1365: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1365: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1366: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1366: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1367: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1367: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1368: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1368: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1369: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1369: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1370: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1370: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1371: 0 5 10 15 20 25 30 SPT N60' Values Peak Friction Angle phi' (deg) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1371: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1373: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1373: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1373:Date of test: 25/05/2021 10:15:59 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1374: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1374: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1374:Date of test: 25/05/2021 11:35:03 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1375: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1375: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1375:Date of test: 25/05/2021 13:52:49 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1376: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1376: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1376:Date of test: 25/05/2021 15:13:23 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1377: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1377: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1377:Date of test: 26/05/2021 14:55:39 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1378: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1378: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1378:Date of test: 26/05/2021 14:55:39 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1379: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1379: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1379:Date of test: 26/05/2021 11:43:09 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1380: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1380: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1380:Date of test: 26/05/2021 11:43:09 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1381: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1381: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1381:Date of test: 27/05/2021 09:53:54 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1382: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1382: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1382:Date of test: 27/05/2021 09:53:54 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1383: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1383: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1383:Date of test: 28/05/2021 10:17:10 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1384: COEFFICIENT OF CONSOLIDATION 'Cvh (m /year) (log scale) PERMEABILITY 'K (m/s) (log scale) Soil Behaviour Type Index Ic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1384: (1) Clay - organic soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1384:Date of test: 28/05/2021 10:17:10 Coordinate system: PUS: Potentially unsaturated soil.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1399: MATERIAL PROPERTIES FROM PRESSUREMETER TESTS IN SOIL. ………………………………………… 37
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1401:shear. This is important because it means that analytical methods developed for soils can, with some
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1402: homogeneous with isotropic properties behaving as a continuum. If the material is a soil it is
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1403:material is behaving predominantly as a soil (where effective stress must be used) or a rock (where
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1431: MATERIAL PROPERTIES FROM PRESSUREMETER TESTS IN SOIL.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1431:affecting the surrounding soil. In the case of a self-bored pressuremeter test the disturbance is
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1431:generally within the elastic range of the soil and can be allowed for in the analysis procedure.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1432:The large expansion pressuremeter test results in the soil experiencing very large strains and the
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1432: • All available analyses assume isotropic properties in the surrounding soil, and only the average
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1433:are significant changes of gradient in the pressure/strain curve denoting critical soil parameters. The
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1434: 𝛾𝑤 Saturated unit weight of soil
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1434: 𝑘𝑜𝑛𝑐 𝑘𝑜 for over consolidated soils
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1435: • In the vicinity of the insitu lateral stress the soil response is simple elastic manner and
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1435: • Elastic behaviour will cease when the undrained shear strength of the soil is reached in the
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1436:• The assumption of simple elastic response - in practice most soils exhibit marked non-linear elastic
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1436: commencing. It is certain therefore that the soil has seen stress relief. It is arguable whether in
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1436: stress and working back to the insitu stress works for all soils, provided one takes the apparent
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1437:from the cavity wall begins to extend into the soil mass. One consequence is that the stress history of
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1438:applied to unload/reload data. The semi-empirical formulations were developed for specific soil types
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1440:an undrained event. There is a large excess pore pressure in the soil mass at the commencement of
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1444:• Structural anisotropy due to the deposition of soil on well-defined planes
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1447:related by Rowe's dilatancy law. Although the soil response during elastic deformation is more
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1450:measured values of soil stiffness.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1454:Assuming the non-linear elastic response of the soil prior to yield can be described by a power law of
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1454:the form 𝜏 = 𝑞𝑠𝑠 𝛾 ℎ (after Bolton & Whittle 1999) and assuming that whilst the soil is deforming
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1461:“Cavity expansion in cohesive frictional soils”. Géotechnique 36, No. 3,.pp 349-358
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1461:In situ measurement of soil properties with the pressuremeter, Civil Engineering and Public Works
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1461:Strain dependent soil moduli and pressuremeter tests. Géotechnique, 40, pp 509-512.
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:12: likely to be effective, for example due to significant ferrous metal contamination in the soil, other UXO
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:28: land are likely to be either by contact and/or through soil or air, through which the resulting shock
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:28: wave through soil and/or blast wave through air (generated by a UXO source, or sources), in addition
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:33: underground at the moment of encounter (i.e. shallow or deeply buried - and to what depth), the soil
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:33: type/shear strength, the through soil and through air separation distances between the UXO; and the
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:36: such as geology (including: soil nature and shear strength, made ground, etc.) and underground
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:41: energy as they invasively penetrate the soil and such techniques are capable of initiating UXO,
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:41: trapped in the soil. Much of any prospective HDD route might be at such a depth that a UXO encounter
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:49: • Strike Angle; the angle that the UXB strikes the soil will have a significant effect upon its
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:49: Second, the sheer strength of the underlying soil depending on the composition, thickness and
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:56: example due to significant ferrous metal contamination in the soil, other UXO risk mitigation options
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:59: likely to be effective, for example due to significant ferrous metal contamination in the soil, other UXO
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:72: • Geotech input in the form of high level data on soil types and shear
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:101: modifier, the value of which is determined by the spatial extent of the soil intrusion. These categories
R-2021-1048-FFM-Appendix8 - Clevelend Soils.pdf:1:8. ANALYSIS CERTIFICATES, CLEVELAND SOIL
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:4: Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:4: environmental testing of soil, soil leachate and groundwater, geophysical investigation,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:5: represent a single diffuse soil source across the entirety of the Site footprint.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:6: was not identified to extend to the North Sea. Further, that leaching of CoC from soil into
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:6: from soils will not lead to a further increase in groundwater concentrations).
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:7: That importation of clean soils in landscaped areas was undertaken to break the driving
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:7: pathways in relation to asbestos (identified in shallow soils) and PAH (identified in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Table E Summary of Contaminants Exceeding Human Health GAC in Soil……………………………………… 32
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Table F Summary of Contaminants Exceeding Water Quality Standards in Soil Leachate ………………. 36
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:10: Soil, Leachate and Groundwater Data (Enviros 2004, AEG 2018 and AEG 2022)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:10: Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:10: Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:12:wells, geo-environmental analytical testing (including soils, soil leachate and groundwater) and collection of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:12:A number of CoC were measured in soil leachate and groundwater above the GAC protective of water resources
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:12:place to address the presence of asbestos in soils, both during construction works and following development.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:12:areas of the Site not covered by buildings or hardstanding could be mitigated through importation of a clean soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:12:proposed as part of redevelopment works, alongside management of soils during the redevelopment /
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:12:construction phase such that deep soils containing contamination were not moved towards the surface.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:12: Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:15:of boreholes, Cone Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:15:environmental testing of soil, soil leachate and groundwater, geophysical investigation, hydrogeological
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:15:ground conditions and chemical composition of soil and groundwater across the Site however the presence of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:15:Appendix B, which includes: investigation location plans, trial pit and borehole logs, soil and groundwater
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:17: constituent although often still present within the soil matrix.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:27:2.7 Soil and Groundwater Quality
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:27:Data on the quality of soil and groundwater has been collected as part of previous investigations undertaken at
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:27:The collection of soil and groundwater samples for laboratory analysis, which included leachate testing, has
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:27:been undertaken at the Site to assess the quality of the soil, soil leachate and groundwater. Where present,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:27:soils, Appendix G2 for asbestos in soils, Appendix G3 for soil leachate and Appendix G4 for groundwater. This
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:27:groundwater monitoring events, with only sheens typically noted on soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:30:and steel making and railways. Analytical testing of soils, soil leachate and groundwater has incorporated the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: Partitioning from NAPL and of soil impacts into the soil leachate and vertical migration (downwards) of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: Partitioning from NAPL and of soil and groundwater impacts into the soil gas and vertical migration
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: Dermal contact with soils
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: Soil and dust ingestion and inhalation
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: Dermal contact, soil and dust ingestion and inhalation of dusts (indoor and outdoor) in relation to future on-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: unsaturated soil or groundwater source in relation to future on-Site industrial workers;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:33: Available soil data collected to date, comprising datasets collected in 2004 (Enviros 2004), 2017 / 2018
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:33:2004 and 2017 / 2018, albeit it incorporated the Site and wider area. As such, the soil dataset comparison has
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:33:4.2.1 Selection of Soil Generic Assessment Criteria
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:33:B. (1) Vapour inhalation of indoor or outdoor air from volatile contaminants in soil (potential CoC include
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:33:C. Direct contact and ingestion of contaminated soil (potential CoC include primarily heavy metals,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:34:Soil organic matter (SOM) recorded in 199No. soil samples obtained for the Made Ground for the Site ranged
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:34:The selected human health GAC for soil and maximum recorded concentrations in soil in Made Ground,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:34:4.2.2 Soil Screen
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:34:Contaminant concentrations in soil samples collected from the Site have been compared with the soil GAC in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:35:Table E Summary of Contaminants Exceeding Human Health GAC in Soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:35:pathways (linkages A and C) i.e. assuming that the soils at these locations remain uncovered by hardstanding,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:35:As such, direct contact with shallow soils containing tar (and elevated PAH) in this location may be active.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:35:Similarly, direct contact exposure from the soil sample collected from 12BT14 at a depth of 0.3m bgl is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:35:on-Site industrial workers by the concentrations measured in shallow soils in 12BT14 and potentially tar in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:35:The metals and inorganics detected are all elements present naturally in soil at relatively high concentrations
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:35:be elevated above natural levels where slag and other steelmaking wastes are incorporated into soil due to the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:36:free cyanide in soil in excess of the GAC.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:36:in soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:36:4-nitrophenol in shallower soil samples collected from the same locations below the laboratory MDL, indicating
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:36:same order of magnitude as the laboratory MDL), with no shallower soil sample collected. Given the relatively
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:The majority of the soil samples tested recorded concentrations of the potential contaminants of concern below
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:additionally noted in excess of the GAC in a soil sample collected from S1-BH13A (6.8m bgl) and 12BT14 (0.3m
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:contact pathways, including within dust (linkages A and C) if the shallow soils remain uncovered post-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:considered to be active. However, the depth at which the soil sample collected from 12BT14 (at 0.3m bgl) and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:as surface soils may become airborne during construction or if incorporated into soft landscaping without a
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:Based on the results of the soil testing, none of the measured concentrations of CoC are considered to represent
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:anticipated that clean soils would be imported for this purpose. On this basis, a significant risk to future on-Site
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:industrial workers would not be present in relation to soils and linkages A, B(1) and C.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:39:4.3.1 Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:39:The results of 87No. soil leachate tests (from on-Site soils) were compared to WQS as shown in Appendix K.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:39:Table F Summary of Contaminants Exceeding Water Quality Standards in Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:45:identified during any of the groundwater monitoring events, with only sheens typically noted on soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:45:and future on-Site industrial workers in a limited number of soil samples, and additionally in relation to the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:45:contact exposure and dust inhalation, under the assumption that near-surface soils remain uncovered in the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:46:the remedial strategy, removal of soils containing tar / NAPL is planned irrespective of potential risks presented.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:48:of sheens on soils in 3No. locations in the northeast of the Site (S2-TPA61, S2-TPA62 and S2-TPA83) and 2No.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49:5.3.2 Soil & Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49:and sulphate) are found throughout the Site in soil and soil leachate. This is likely in part due to the imported
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49: Iron was identified in the thousands to tens of thousands mg/kg in soil in the northern portion of the Site in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49: pellet stocking area. Notably lower concentrations of iron were observed in soils in the central eastern portion
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49: in relation to soil leachate and soil concentrations in relation to iron, with sporadic elevated concentration in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49: A similar pattern to iron is observed in relation to concentrations of manganese in both soil and soil leachate,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49:As such, the presence of metals and inorganics in soils is generally considered to be associated with a diffuse
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49:and PAH correlate with soils in which hydrocarbon odours or tar was noted. Localised hot spots may be present,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49:Sum TPH was measured above the laboratory MDL in soil in approximately 40% of the samples analysed, with
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49:a maximum concentration of 51,000mg/kg in soil sampled from S2-TPA53 (in the far northeast of the Site), in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49:which tar was also visually identified. The second highest concentration of 19,000mg/kg was identified in soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49:than 500mg/kg). Some lighter end TPH fractions were identified within soils in the eastern portion of the Site,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:49:As such, the presence of PAH and TPH in soil is considered to predominately be a diffuse source associated
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:50:reported), indicating limited variability across the Site. Similarly to soils, there are some locations which show
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:50:measured in soils, where more extensive sampling is available. Metals for which a potential link with on-Site
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51: corelate with those identified in soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51: isolated high, particularly given that no spatial distribution was inferred based on a review of the soil data.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:In soil, in most cases, no significant spatial distribution trends have been identified, suggesting Made Ground is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:manganese, TPH and PAH. Iron and manganese were identified in soils across the Site, albeit were
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:stocking area). TPH and PAH have also been measured in soils across the Site, again, likely due the Made
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53: soil were typically identified in this area as well, although copper in soil appeared reasonably well distributed
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54:significantly to that identified in groundwater and soil collected from other locations across the Site and is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54:been present (from around the 1930s to 1970s), it is considered that leaching of contaminants from soil to
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54:such, soil has not been modelled.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:55:geology, based on the soil log descriptions from the Made Ground and permeability data available for these
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:58:limit for the contaminant. In this case remediation of the soil would be unnecessary to protect water resources…”
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:62:half life and soil water partition coefficient (in the instance of inorganic compounds), with no parameters
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:62:upper end of the range for half life of 1 to 6 years for a granular aquifer), with very low soil water partition
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:64:from asbestos fibres in shallow soils and additionally from measured concentrations of PAH and tar in a limited
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:64:number of locations. The driving pathways of concern were direct contact exposure with shallow soils or
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:64:inhalation of dust generated from shallow soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:64: Where buildings and hardstanding are absent, it is unlikely that soils will remain uncovered i.e. soft
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:64: landscaping will be in place. Importation of clean soils in landscaped areas would be required given that
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:66:(CCME), December 2000. Canada-Wide Standards for Petroleum Hydrocarbons in Soil: Scientific Rationale:
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:66:Buss, S. R. et al., 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly Journal of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:66:Hydrocarbons in Soils. Science Report P5-080/TR3.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:66:Environment Agency, 2008. Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:66:Environment Agency, 2009a. Human health toxicological assessment of contaminants in soil. Science Report
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:90: 2 EA 2008. Compilation of data for priority organic pollutants for derivation of Soil Guideline Values.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:90: 6 EA 2009. Soil Gudieline Values for mercury in soil. Science Report SC050021/Mercury SGV
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:90: 7 EA 2009. Soil Gudieline Values for nickel in soil. Science Report SC050021/Nickel SGV
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:96: of soil, ground water, surface water, air or hazardous building
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:98: Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:98:Contour Plan, Soil Summary, Groundwater Summary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:99: 1. Soils analytical results screened to current risk based criteria as part of Appendix H
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:99: 2. Soil sampling analytical results and certificates presented in Appendix 6 of the report
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:134: 1. Soils analytical results screened to current risk based criteria as part of the Appendix H
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:135: 2. Soil sampling analytical results and certificates presented in Appendix 6 of the report
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:135: 1. Soil Leachate analytical results screened to current risk based criteria as part of the Appendix K
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:264: Slight oil sheen at water level. Cannot sample due to soil too coarse.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:300: 1. Soils analytical results screened to current risk based criteria as part of the Appendix H
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:300: 2. Soil sampling analytical results and certificates presented in report 4153 & 4154 Area A Former
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:300: 1. Soil Leachate analytical results screened to current risk based criteria as part of the Appendix K
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:300: 2. Soil leachte sampling analytical results and certificates presented in report 4153 & 4154 Area A
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:377: Base of Section: 10.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:377: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:377: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:377: Initial Water Level: 4.53 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:377: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:378: Base of Section: 10.50 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:378: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:378: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:378: Initial Water Level: 4.11 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:378: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:385: Description 4 Soil samples, 2 Leachate samples.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:397:1730010 TS2_AUK_TP101 7 3.00 TS2_AUK_TP101_SO_0300 SOIL NAD none Joanne Luscombe
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:397:1730011 TS2_AUK_TP156 3 1.00 TS2_AUK_TP156_SO_0100 SOIL NAD none Joanne Luscombe
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:397:1730012 TS2_AUK_TP152 1 2.00 TS2_AUK_TP152_SO_0300 SOIL NAD none Joanne Luscombe
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:397:1730013 TS2_AUK_TP113A 3 TS2_AUK_TP113A_SO_0090 SOIL NAD none Joanne Luscombe
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:398:1730010 TS2_AUK_TP101 3.00 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:398:1730011 TS2_AUK_TP156 1.00 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:398:1730012 TS2_AUK_TP152 2.00 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:398:1730013 TS2_AUK_TP113A 0.90 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:398:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:398:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:402: 1. Soils analytical results screened to current risk based criteria In Appendix H.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:402: 2. Soil sampling analytical results and certificates presented in - Preliminary Onshore Ground Investigation
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:402: 1. Soil Leachate analytical results screened to current risk based criteria in Appendix K.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:402: 2. Soil leachte sampling analytical results and certificates presented in - Preliminary Onshore Ground
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:448: 68 SOIL 16.75-28.65m … soil. Soft to firm thinly laminated dark
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:469:16.65 0 SOIL -10.33 16.65 16.65-27.40m … soil. Very soft dark brown silty CLAY with
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:489: 33 SOIL 12.70-24.00m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:505: 83 SOIL 12.70-23.50m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:521:13.75 0 SOIL -8.75 13.75 13.75m … J1 (1) Laminated brown CLAY with
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:521: 13.75-25.00m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:537: 38 SOIL 15.00-20.30m … soil. Stiff grey brown slightly sandy slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:555: 100 SOIL 16.30m … J57 Firm dark grey brown slightly sandy
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:555: 16.30-22.00m … Soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:575: 100 SOIL -9.27 16.60 16.60-22.30m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:594: 87 SOIL 16.30-24.80m … soil. Very soft to soft grey brown organic
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:609: 100 SOIL 15.15m … B56 Stiff dark red brown slightly sandy
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:609: 15.15-20.00m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:629: 100 SOIL 12.60-20.00m … soil. Firm brown grey organic slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:647: 34 SOIL 15.00m … J48 Firm grey brown slightly sandy slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:647: 15.00-20.50m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:667:16.65 33 SOIL -9.50 16.65 16.65-20.40m … soil. Firm to stiff dark grey brown slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:683: 5.56 0.15 (1) MADE GROUND (Black ash and soil).
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:685:11.70 70 SOIL -5.99 11.70 11.70-15.30m … soil. Stiff dark brown slightly sandy slightly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:697:13.20 100 SOIL -6.01 13.20 13.20m … B47 Soft grey silty CLAY.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:697: 13.20-17.25m … soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:743:Base of Section: 2.70 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:743:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:743:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:743:Initial Water Level: 2.14 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:743:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:744:Base of Section: 2.70 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:744:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:744:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:744:Initial Water Level: 2.14 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:744:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:745:Base of Section: 29.90 mBGL A Soil flush with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:745:Diameter of Section: 50.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:745:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:745:Initial Water Level: 5.70 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:745:Weather Conditions: Rain F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:746:Base of Section: 29.90 mBGL A Soil flush with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:746:Diameter of Section: 50.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:746:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:746:Initial Water Level: 5.42 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:746:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:747:Base of Section: 5.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:747:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:747:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:747:Initial Water Level: 3.70 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:747:Weather Conditions: Raining F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:748:Base of Section: 5.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:748:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:748:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:748:Initial Water Level: 3.49 mBGL E Soil in casing with bottom at impervious boundary
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:748:Weather Conditions: Sunny F Soil in casing with bottom in uniform soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 21-16494 1886083 LF\BH02 18.40 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 21-16494 1886084 MS\BH09 13.00 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 21-16494 1886085 MS\BH17 6.00 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 21-16494 1886086 MS\BH17 7.20 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 21-16494 1886087 MS\BH17 14.20 SOIL Mercury (28 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 21-13302-1 1866586 MS\TP01 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 21-13300 1866583 MS\TP06 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 21-13296-1 1866576 MS\BH10 5.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 21-13296-1 1866577 MS\TP04 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1242425 S1-BH7A 5.30 SOIL pH + Conductivity (7 days), VOC (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1242426 S1-BH13A 6.80 SOIL pH + Conductivity (7 days), VOC (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252910 S1-BH06 7.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252911 S1-BH06 11.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252912 S1-BH06 18.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252913 S1-BH07A 6.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252914 S1-BH07A 10.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252915 S1-BH07A 14.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252916 S1-BH12 9.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252917 S1-BH12 14.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252918 S1-BH12 17.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252919 S1-BH14 6.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252920 S1-BH14 9.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1252921 S1-BH14 13.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1273337 S1-BH13A 6.00 SOIL (365 days), Total Sulphate ICP (730 days), Metals ICP Prep (365 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1273339 S1-BH18 10.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1276855 S1-BH04 6.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1276856 S1-BH04 11.40 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1276860 S1-BH18 5.60 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1276861 S1-BH18 8.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1276862 S1-BH20B 7.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1276863 S1-BH20B 12.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4153 Combined Report 1276864 S1-BH20B 15.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1255651 S2-TPA37 0.50 SOIL Organic Matter (Manual) (28 days), pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1255653 S2-TPA39 0.50 SOIL Organic Matter (Manual) (28 days), pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1255654 S2-TPA40 0.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1255655 S2-TPA40 2.20 SOIL Organic Matter (Manual) (28 days), pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1260997 S2-BHA06 4.50 SOIL pH + Conductivity (7 days), VOC (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1267770 S2-BHA05 4.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1267771 S2-BHA05 8.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1276876 S2-BHA06 4.60 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1276877 S2-BHA06 6.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1276878 S2-BHA06 12.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 4154 A Combined Report 1276879 S2-BHA06 16.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 17-90043 1117386 TPB12 0.30 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 17-90043 1117391 TPB08 0.30 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:812:DETS 17-90043 1117392 TPB08 3.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90043 1117393 TPB02 2.60 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90043 1117394 TPB04 0.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90043 1117395 TPB06 0.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90043 1117396 TPB06 2.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119385 TPB05 0.70 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119386 TPB03 0.40 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119387 TPB03 2.60 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119390 TPI09 0.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119391 TPI09 3.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119392 TPI08 0.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119393 3TPI08 3.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119394 TPI07 1.30 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119395 TPI12 0.60 SOIL (365 days), Total Sulphate ICP (730 days), Metals ICP Prep (365 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119396 TPI12 3.80 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-90393-1 1119397 TPI11 1.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-91184 1124258 TPI22 1.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-91184 1124259 TPI34 0.80 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-91184 1124260 TPI36 1.50 SOIL (365 days), Total Sulphate ICP (730 days), Metals ICP Prep (365 -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-91184 1124261 TPI36 3.50 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-91559-1 1126374 TPI 31 1.30 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:813:DETS 17-91559-1 1126376 TPI 33 2.80 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-91559-1 1126377 TPI 35 1.50 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-92379-1 1131599 TPH07 0.50 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-92379-1 1131600 TPH07 2.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-92379-1 1131603 TPH11 1.70 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-92379-1 1131604 TPH13 0.50 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-92379-1 1131605 TPH14 2.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-92379-1 1131610 TPH21 1.60 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days),
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-92379-1 1131615 TPH27 1.20 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-92379-1 1131617 TPH33 2.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-00243-2 1176070 S2TPA48 0.80 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-00243-2 1176071 S2TPA48 4.20 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-00243-2 1176073 S2TPA49 2.00 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-00243-2 1176077 S2TPA54 0.20-0.30 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-00243-2 1176078 S2TPA56 2.60 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:814:DETS 17-00352 1176722 S2-TPA47 0.50 SOIL pH + Conductivity (7 days) -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:815:DETS 17-99406-1 1171700 S2TPA79 1.00 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:815:DETS 17-99406-1 1171701 S2TPA81 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:815:DETS 17-99406-1 1171702 S2TPA84 0.50 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:815:DETS 17-99406-1 1171703 S2TPA87 0.30 SOIL -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:817: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:818: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:819: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:820: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:821: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:822: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:823: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:824: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:825: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:826: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:827: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:828: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:829: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:830: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:831: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:832: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:833: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:834: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:835: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:836: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:837: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:838: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:839: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:840: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:841: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:842: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:843: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:844: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:845: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:846: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:847: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:848: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:849: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:850: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:851: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:852: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:853: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:854: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:855: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:856: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:857: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:858: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:859: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:860: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:861: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:862: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:863: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:864: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:865: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:866: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:867: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:868: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:869: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:870: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:871: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:872: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:873: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:874: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:875: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:876: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:877: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:878: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:879: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:880: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:881: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:882: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:883: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:884: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:885: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:886: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:887: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:888: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:889: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:890: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:891: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:892: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:893: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:894: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:895: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:896: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:897: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:898: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:899: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:900: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:901: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:902: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:903: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:904: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:905: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:906: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:907: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:908: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:909: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:910: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:911: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:912: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:913: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:914: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:915: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:916: Appendix G, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:917:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:918:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:919:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:920:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:921:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:922:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:923:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:924:Appendix G, Table 2: Soil data (Enviros 2004, CH2M
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:925:Appendix G, Table 3: Soil Leachate (CH2M 2017c&d, AEG
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:926:Appendix G, Table 3: Soil Leachate (CH2M 2017c&d, AEG
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:927:Appendix G, Table 3: Soil Leachate (CH2M 2017c&d, AEG
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:928:Appendix G, Table 3: Soil Leachate (CH2M 2017c&d, AEG
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:955:Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:956:Appendix H: Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:958:#1 DWS is applicable for total chromium, while the EQS is applicable to hexavalent chromium only. Where total chromium analysis was undertaken, speciation was not undertaken. However, hexavalent chromium was not detected in any of the 203 soil samples analysed, or
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:959:#1 DWS is applicable for total chromium, while the EQS is applicable to hexavalent chromium only. Where total chromium analysis was undertaken, speciation was not undertaken. However, hexavalent chromium was not detected in any of the 203 soil samples analysed, or
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:960: Hexavalent chromium was not detected in the remaining 17 groundwater samples analysed or in any of the 203 soil samples analysed, or 15 leachate samples analysed. The detections of hexavalent chromium within monitoring wells
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:961: Generic Adopted Soil Testing: Concentration - well Maximum Measured Number of Number of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:961: source of BTEX measured within MS\BH03D at depth is unclear. The absence of measurable benzene and ethylbenzene in the 159No. soil samples analysed from the Site, alongside the absence of significant concentrations within groundwater collected from monitoring wells screening Made Ground or superficial
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:965:Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:966:Appendix K: Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:966: that the 2004 Enviros investigation did not include soil leachate testing.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:968: Contaminant Organic Carbon Coefficient Soil Water Partition Coefficient
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:968: 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly Journal of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:968: EA 2008. Compilation of data for priority organic pollutants for derivation of Soil Guideline Values.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:968: US EPA 2005. Partition coefficients for metals in surface water, soil and waste. Table 3.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:968: 6 EA 2009. Soil Gudieline Values for mercury in soil. Science Report SC050021/Mercury SGV
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:968: 7 EA 2009. Soil Gudieline Values for nickel in soil. Science Report SC050021/Nickel SGV
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:968: 8 Buss, S. R. et al., 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:968: US EPA 2005a. Partition coefficients for metals in surface water, soil and waste No, EPA/600/R-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972: The aquifer Fraction of Organic Carbon (FOC) was based on Site data, where Soil Organic Matter (SOM) testing of the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:975:Fraction of organic carbon (g oc/g soil) 0.005
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:977: point using a tiered analysis process (Level 1 soils – partitioning, Level 2 soils –
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:977: dilution, Level 3 soils and groundwater – attenuation). RTW is a deterministic model.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:983: Soil water partition coefficient Kd 0.00E+00 l/kg Ogata Banks
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:983: Half life for degradation of contaminant in water t1/2 3.00E+02 days Soil water partition coefficient Kd 3.23E+00 l/kg Distance (m) 17.5 1.90E-01
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:984: Soil water partition coefficient Kd 0.00E+00 l/kg Ogata Banks
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:984: Half life for degradation of contaminant in water t1/2 3.00E+02 days Soil water partition coefficient Kd 3.23E+00 l/kg Distance (m) 70.0 1.27E-02
R-2021-1048-FFM-EMAIL.pdf:4: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:5: 6.2.2 Compressible Soils …………………………………………………………………………………. 6‐1
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:5:Appendix B CORUS UK Ltd ‐ Soil and Groundwater Baseline Characterisation Study Teesside Works June
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:6:Table 4.1 – Exceedances of Soil Tier 1 Screening Criteria after Enviros 2004) and S4UL
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:7:SGV Soil Guideline Values
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:18: Soil and Groundwater Appendix B – Volume 1 ‐
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:35:As part of the Enviros (2004) ground investigation to establish baseline soil and groundwater conditions,
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:35:assessed against Soil Guideline Values (SGV) derived from the now obsolete Dutch Intervention Values
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:35: Table 4.1 – Exceedances of Soil Tier 1 Screening Criteria after Enviros 2004) and S4UL
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:36: Table 4.1 – Exceedances of Soil Tier 1 Screening Criteria after Enviros 2004) and S4UL
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:38: Soil gases Carbon dioxide, √
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:39: Tidal Flats /Glaciolacustrine Soil gases Carbon dioxide, √
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:41: Soil Gas Elevated pH √ √
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:41: Tidal Flats /Glaciolacustrine Soil gases Carbon dioxide, methane, hydrogen √ √
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:43:6.2.2 Compressible Soils
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:45: Compressible Soils Failure of foundation as a result of Ground investigation and
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:46: Asbestos in soil Potential for unanticipated disposal Include asbestos testing and if
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:55:Appendix B ‐ CORUS UK Ltd ‐ Soil and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:4: Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:4: environmental testing of soil, soil leachate and groundwater, geophysical investigation,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:5: Sources represent a single diffuse soil source across the entirety of the Site footprint.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:6: was not identified to extend to the North Sea. Further, that leaching of CoC from soil into
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:7: That importation of clean soils in landscaped areas was undertaken to break the driving
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:7: pathways in relation to asbestos (identified in shallow soils) and PAH (identified in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:8:Table D Summary of Contaminants Exceeding Human Health GAC in Soil …………………………………….. 20
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:8:Table E Summary of Contaminants Exceeding Water Quality Standards in Soil Leachate ………………. 24
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:9: Soil, Leachate and Groundwater Data (Enviros 2004, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:9: Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:9: Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:10:wells, geo-environmental analytical testing (including soils, soil leachate and groundwater) and collection of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:11:A number of CoC were measured in soil leachate and groundwater above the GAC protective of water resources
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:11:place to address the presence of asbestos in soils, both during construction works and following development.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:11:areas of the Site not covered by buildings or hardstanding could be mitigated through importation of a clean soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:11:proposed as part of redevelopment works, alongside management of soils during the redevelopment /
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:11:construction phase such that deep soils containing contamination were not moved towards the surface.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:11: Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:14:of boreholes, Cone Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:14:environmental testing of soil, soil leachate and groundwater, geophysical investigation, hydrogeological
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:16: constituent although often still present within the soil matrix.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:25:and off-Site. Analytical testing of soils, soil leachate and groundwater has incorporated the following
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:25: Dermal contact, soil and dust ingestion and inhalation of dusts (indoor and outdoor) in relation to future on-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:25: unsaturated soil or groundwater source in relation to future on-Site industrial workers;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:27: Available soil data collected to date, comprising datasets collected in 2004 (Enviros 2004), 2017 / 2018
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:27:2004 and 2017 / 2018, albeit it incorporated the Site and wider area. As such, the soil dataset comparison has
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:27:4.2.1 Selection of Soil Generic Assessment Criteria
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:27:B. (1) Vapour inhalation of indoor or outdoor air from volatile contaminants in soil (potential CoC include
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:27:C. Direct contact and ingestion of contaminated soil (potential CoC include primarily heavy metals,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:28:Soil organic matter (SOM) recorded in 199No. soil samples obtained for the Made Ground for the Site ranged
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:28:The selected human health GAC for soil and maximum recorded concentrations in soil in Made Ground,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:28:4.2.2 Soil Screen
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:28:Contaminant concentrations in soil samples collected from the Site have been compared with the soil GAC in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:29:Table D Summary of Contaminants Exceeding Human Health GAC in Soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:29:pathways (linkages A and C) i.e. assuming that the soils at these locations remain uncovered by hardstanding,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:29:As such, direct contact with shallow soils containing tar (and elevated PAH) in this location may be active.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:29:Similarly, direct contact exposure from the soil sample collected from 12BT14 at a depth of 0.3m bgl is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:29:on-Site industrial workers by the concentrations measured in shallow soils in 12BT14 and potentially tar in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:29:The metals and inorganics detected are all elements present naturally in soil at relatively high concentrations
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:29:be elevated above natural levels where slag and other steelmaking wastes are incorporated into soil due to the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:30:free cyanide in soil in excess of the GAC.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:30:in soil.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:30:4-nitrophenol in shallower soil samples collected from the same locations below the laboratory MDL, indicating
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:30:same order of magnitude as the laboratory MDL), with no shallower soil sample collected. Given the relatively
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:The majority of the soil samples tested recorded concentrations of the potential contaminants of concern below
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:additionally noted in excess of the GAC in a soil sample collected from S1-BH13A (6.8m bgl) and 12BT14 (0.3m
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:contact pathways, including within dust (linkages A and C) if the shallow soils remain uncovered post-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:considered to be active. However, the depth at which the soil sample collected from 12BT14 (at 0.3m bgl) and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:as surface soils may become airborne during construction or if incorporated into soft landscaping without a
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:Based on the results of the soil testing, none of the measured concentrations of CoC are considered to represent
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:anticipated that clean soils would be imported for this purpose. On this basis, a significant risk to future on-Site
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:industrial workers would not be present in relation to soils and linkages A, B(1) and C.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:33:4.3.1 Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:33:The results of 87No. soil leachate tests (from on-Site soils) were compared to WQS as shown in Appendix G.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:33:Table E Summary of Contaminants Exceeding Water Quality Standards in Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:37:of the groundwater monitoring events, with only sheens typically noted on soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:39:and future on-Site industrial workers in a limited number of soil samples, and additionally in relation to the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:39:contact exposure and dust inhalation, under the assumption that near-surface soils remain uncovered in the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:39:the remedial strategy, removal of soils containing tar / NAPL is planned irrespective of potential risks presented.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:41:of sheens on soils in 3No. locations in the northeast of the Site (S2-TPA61, S2-TPA62 and S2-TPA83) and 2No.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42:5.3.2 Soil & Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42:and sulphate) are found throughout the Site in soil and soil leachate. This is likely in part due to the imported
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42: Iron was identified in the thousands to tens of thousands mg/kg in soil in the northern portion of the Site in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42: pellet stocking area. Notably lower concentrations of iron were observed in soils in the central eastern portion
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42: in relation to soil leachate and soil concentrations in relation to iron, with sporadic elevated concentration in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42: A similar pattern to iron is observed in relation to concentrations of manganese in both soil and soil leachate,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42:As such, the presence of metals and inorganics in soils is generally considered to be associated with a diffuse
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42:and PAH correlate with soils in which hydrocarbon odours or tar was noted. Localised hot spots may be present,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42:Sum TPH was measured above the laboratory MDL in soil in approximately 40% of the samples analysed, with
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42:a maximum concentration of 51,000mg/kg in soil sampled from S2-TPA53 (in the far northeast of the Site), in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42:which tar was also visually identified. The second highest concentration of 19,000mg/kg was identified in soil
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42:than 500mg/kg). Some lighter end TPH fractions were identified within soils in the eastern portion of the Site,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:42:As such, the presence of PAH and TPH in soil is considered to predominately be a diffuse source associated
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43:reported), indicating limited variability across the Site. Similarly to soils, there are some locations which show
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43:measured in soils, where more extensive sampling is available. Metals for which a potential link with on-Site
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43: corelate with those identified in soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43: isolated high, particularly given that no spatial distribution was inferred based on a review of the soil data.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46:In soil, in most cases, no significant spatial distribution trends have been identified, suggesting Made Ground is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46:manganese, TPH and PAH. Iron and manganese were identified in soils across the Site, albeit were
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46:stocking area). TPH and PAH have also been measured in soils across the Site, again, likely due the Made
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46: soil were typically identified in this area as well, although copper in soil appeared reasonably well distributed
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:47:significantly to that identified in groundwater and soil collected from other locations across the Site and is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:47:been present (from around the 1930s to 1970s), it is considered that leaching of contaminants from soil to
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:47:such, soil has not been modelled.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:geology, based on the soil log descriptions from the Made Ground and permeability data available for these
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:51:limit for the contaminant. In this case remediation of the soil would be unnecessary to protect water resources…”
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:55:half life and soil water partition coefficient (in the instance of inorganic compounds), with no parameters
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:55:upper end of the range for half life of 1 to 6 years for a granular aquifer), with very low soil water partition
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:57:from asbestos fibres in shallow soils and additionally from measured concentrations of PAH and tar in a limited
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:57:number of locations. The driving pathways of concern were direct contact exposure with shallow soils or
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:57:inhalation of dust generated from shallow soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:57: Where buildings and hardstanding are absent, it is unlikely that soils will remain uncovered i.e. soft
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:57: landscaping will be in place. Importation of clean soils in landscaped areas would be required given that
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:59:(CCME), December 2000. Canada-Wide Standards for Petroleum Hydrocarbons in Soil: Scientific Rationale:
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:59:Buss, S. R. et al., 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly Journal of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:59:Hydrocarbons in Soils. Science Report P5-080/TR3.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:59:Environment Agency, 2008. Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:59:Environment Agency, 2009a. Human health toxicological assessment of contaminants in soil. Science Report
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:75: of soil, ground water, surface water, air or hazardous building
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:77: SUPERFICIAL SOILS CONTRACT 2 (AREA A), FINAL FACTUAL REPORT,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:78: SUPERFICIAL SOILS CONTRACT 2 (AREA A), FINAL FACTUAL REPORT,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:79: SUPERFICIAL SOILS MADE GROUND
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:82:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:83:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:84:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:85:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:86:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:87:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:88:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:89:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:90:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:91:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:92:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:93:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:94:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:95:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:96:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:97:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:98:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:99:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:100:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:101:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:102:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:103:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:104:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:105:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:106:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:107:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:108:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:109:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:110:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:111:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:112:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:113:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:114:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:115:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:116:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:117:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:118:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:119:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:120:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:121:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:122:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:123:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:124:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:125:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:126:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:127:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:128:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:129:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:130:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:131:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:132:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:133:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:134:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:135:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:136:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:137:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:138:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:139:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:140:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:141:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:142:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:143:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:144:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and AEG 2021)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:145:Appendix C: Soil data (Enviros 2004, CH2M 2017c&d, AEG
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:146:Appendix C: Soil Leachate (CH2M 2017c&d, AEG 2018 and AEG
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:147:Appendix C: Soil Leachate (CH2M 2017c&d, AEG 2018 and AEG
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:148:Appendix C: Soil Leachate (CH2M 2017c&d, AEG 2018 and AEG
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:159:Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:160:Appendix D: Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:162: unclear. The absence of measurable benzene and ethylbenzene in the 159No. soil samples analysed from the Site, alongside the absence of significant concentrations within groundwater collected from monitoring wells screening Made
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:166:Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:167:Appendix G: Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:167: that the 2004 Enviros investigation did not include soil leachate testing.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:169: Contaminant Organic Carbon Coefficient Soil Water Partition Coefficient
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:169: et al., 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly Journal
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172: The aquifer Fraction of Organic Carbon (FOC) was based on Site data, where Soil Organic Matter (SOM) testing of the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:175:Fraction of organic carbon (g oc/g soil) 0.005
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:177: point using a tiered analysis process (Level 1 soils – partitioning, Level 2 soils –
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:177: dilution, Level 3 soils and groundwater – attenuation). RTW is a deterministic model.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:183: Soil water partition coefficient Kd 0.00E+00 l/kg
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:183: Half life for degradation of contaminant in water t1/2 3.00E+02 days Soil water partition coefficient Kd 3.23E+00 l/kg
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:184: Soil water partition coefficient Kd 0.00E+00 l/kg
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:184: Half life for degradation of contaminant in water t1/2 3.00E+02 days Soil water partition coefficient Kd 3.23E+00 l/kg
R-2021-1048-FFM-CON LAND 1048.pdf:1:1. Remediation of soils impacted with contaminants above target levels through
R-2021-1048-FFM-CON LAND 1048.pdf:1:2. Removal of NAPL and tar impacted soils to address risks to Human Health.
R-2021-1048-FFM-Appendix1.pdf:5: 3.7 Soil Sampling 12
R-2021-1048-FFM-Appendix1.pdf:5: 4.3 Soil Sampling 15
R-2021-1048-FFM-Appendix1.pdf:5:5. GROUNDWATER AND SOIL GAS SAMPLING METHODOLOGY 18
R-2021-1048-FFM-Appendix1.pdf:7: • Soil and groundwater surface sampling with subsequent contamination testing
R-2021-1048-FFM-Appendix1.pdf:8:Sub-Contractors – Soil Mechanics Ltd, SCB Ltd.
R-2021-1048-FFM-Appendix1.pdf:8:Steve Cockrill Soil Mechanics
R-2021-1048-FFM-Appendix1.pdf:11:acids and fugitive soil gases such as carbon dioxide and methane.
R-2021-1048-FFM-Appendix1.pdf:11:• Damping down of soils where there is the potential to generate dust during
R-2021-1048-FFM-Appendix1.pdf:12: shallow soils. dusts Dust suppression to damp down open excavations.
R-2021-1048-FFM-Appendix1.pdf:12: buried wastes, odorous/discoloured soils
R-2021-1048-FFM-Appendix1.pdf:12: Low likelihood times when in potential contact with soil and water
R-2021-1048-FFM-Appendix1.pdf:12: Contact with soil and ground/surface water to be
R-2021-1048-FFM-Appendix1.pdf:12: shallow soils with toxic vapour works.
R-2021-1048-FFM-Appendix1.pdf:12: Low likelihood times when in potential contact with soil (and
R-2021-1048-FFM-Appendix1.pdf:18:3.7 Soil Sampling
R-2021-1048-FFM-Appendix1.pdf:18:required. Soil samples will be collected at regular intervals throughout the boring
R-2021-1048-FFM-Appendix1.pdf:18:with a st ainless steel trowel taken from soil retained within the sample barrel. The
R-2021-1048-FFM-Appendix1.pdf:18:that the PFTE seal at the top of the vial is not breached by soil particles between
R-2021-1048-FFM-Appendix1.pdf:19:there is any potential for contact with soil.
R-2021-1048-FFM-Appendix1.pdf:21: for characterisation of shallow soils beneath the site and recovery of samples for
R-2021-1048-FFM-Appendix1.pdf:21: 4.3 Soil Sampling
R-2021-1048-FFM-Appendix1.pdf:21: pit and any screening required. Soil samples will be collected with a stainless steel
R-2021-1048-FFM-Appendix1.pdf:21: trowel taken from excavations or soil piles from freshly exposed surfaces. The
R-2021-1048-FFM-Appendix1.pdf:22:that the PFTE seal at the top of the vial is not breached by soil particles between
R-2021-1048-FFM-Appendix1.pdf:22:there is any potential for contact with soil.
R-2021-1048-FFM-Appendix1.pdf:24:5. GROUNDWATER AND SOIL GAS SAMPLING METHODOLOGY
R-2021-1048-FFM-MGE04767 Cont Land Response.pdf:2:human health (on-Site industrial worker) from asbestos fibres in shallow soils and
R-2021-1048-FFM-MGE04767 Cont Land Response.pdf:2:soils or inhalation of dust generated from shallow soils.
R-2021-1048-FFM-MGE04767 Cont Land Response.pdf:2: • Where buildings and hardstanding are absent, it is unlikely that soils will
R-2021-1048-FFM-MGE04767 Cont Land Response.pdf:2: soils in landscaped areas would be required given that Made Ground is not
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:7:generic commercial / industrial end use. It is anticipated that these works will involve excavation of soils to
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:7:remove obstructions, unsuitable materials or contaminated soils which will be processed or remediated as
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:10:significant risk of spreading or contaminating soil and groundwater with these materials.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:12:* PCBs typically sorb to soil and are not highly mobile. These contaminants may act as localised point sources
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil & Water-
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil and Groundwater 3 Boreholes (max 8m)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil Leachate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:recorded as natural soils, however, it is possible that these are in fact made ground deposits as this area is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:Screening of the soil chemical data recorded elevated concentrations of pH and sulphate above the screening
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:The assessment concluded that soil samples did not generally pose a risk to human health for a commercial
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:pose a short-term risk if soils were left exposed on site.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:consistent with soil leaching data. It was noted that the effect on deeper groundwater within bedrock aquifers
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:23:chemical composition of soil and groundwater across the site. However, due to the presence of structures it
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: Human Health active during construction phase when sub-surface soils
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: within soil (air pores), and the above ground atmosphere
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: leaching of contaminants from soil .to the aquifers is
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:28:have generated significant contamination impacts to soil and/or groundwater. There is however potential for
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:29:6. Whilst this report and the opinions made are correct to the best of Arcadis’ belief, information to the petroleum officer, sampling or analyses of soil, ground water,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:43:Page Section Soil chemistry On site 0-50m 50-250m 250-500m 500-2000m
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:43:134 20.1 BGS Estimated Background Soil Chemistry 21 10 - - -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:43:136 20.2 BGS Estimated Urban Soil Chemistry 0 0 - - -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:43:136 20.3 BGS Measured Urban Soil Chemistry 0 0 - - -
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94: leaching soils and the absence of low permeability superficial deposits.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94: leaching soils and/or the presence of superficial deposits characterised by a low permeability.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:95: ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:130:physical geography and soil properties. It should be noted that the categories for the grading of agricultural
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:151:The potential hazard presented by soils that absorb water when wet (making them swell), and lose water as
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:151:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:170: 20 Soil chemistry
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:170:20.1 BGS Estimated Background Soil Chemistry
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:170:collected at a sample density of approximately 1 per 2 km2. In areas where rural soil samples are not available,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:170:converted to soil-equivalent concentrations prior to the estimation.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:172:20.2 BGS Estimated Urban Soil Chemistry
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:172:20.3 BGS Measured Urban Soil Chemistry
R-2021-1048-FFM-Factual Report SSI 1.pdf:57: From OM: Slow excavation. Pit located on path used by dumpers soils
R-2021-1048-FFM-Factual Report SSI 1.pdf:143: Occasional gravel sized red material (ore?) has coloured the soil
R-2021-1048-FFM-Factual Report SSI 1.pdf:301: Description 2 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-Factual Report SSI 1.pdf:308:1099050 TP29 3 1.50-1.70 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:309:1099050 TP29 1.50-1.70 SOIL 09/12/16 GJ 1L, GJ 250ml x2
R-2021-1048-FFM-Factual Report SSI 1.pdf:309:1099051 TP04 0.00-0.10 SOIL 09/12/16 GJ 1L, GJ 250ml x2
R-2021-1048-FFM-Factual Report SSI 1.pdf:309:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:309:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:312: Description 5 Soil samples, 3 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:320:1102232 TP28 2 0.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:320:1102234 TP42 5 3.90 SOIL Crocidolite Small bundle of Crocidolite Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:320:1102235 TP34 1 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:320:1102236 TP26 1 0.80 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:321: Sample Type SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:322:1102232 TP28 0.50 SOIL 12/12/16 GJ 1L, GJ 250ml, GJ 60ml
R-2021-1048-FFM-Factual Report SSI 1.pdf:322:1102233 TP42 0.40 SOIL 12/12/16 GJ 1L, GJ 250ml, GJ 60ml
R-2021-1048-FFM-Factual Report SSI 1.pdf:322:1102234 TP42 3.90 SOIL 12/12/16 GJ 1L, GJ 250ml, GJ 60ml
R-2021-1048-FFM-Factual Report SSI 1.pdf:322:1102235 TP34 0.30 SOIL 13/12/16 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:322:1102236 TP26 0.80 SOIL 13/12/16 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:322:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:322:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:323: Description 9 Soil samples, 6 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:333:1103209 TP25 1 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:333:1103210 TP40 2 2.60 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:333:1103211 TP39 2 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:333:1103212 TP39 3 2.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:333:1103213 TP31 1 0.60 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:333:1103214 TP22 1 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:333:1103215 TP22 3 2.30 SOIL Amosite Small bundle of Amosite Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:333:1103217 TP37 2 2.10 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:334: Sample Type SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:1103209 TP25 0.30 SOIL 14/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:1103210 TP40 2.60 SOIL 14/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:1103211 TP39 0.30 SOIL 14/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:1103212 TP39 2.00 SOIL 14/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:1103213 TP31 0.60 SOIL 15/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:1103214 TP22 0.30 SOIL 15/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:1103215 TP22 2.30 SOIL 15/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:1103216 TP37 0.40 SOIL 16/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:1103217 TP37 2.10 SOIL 16/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:335:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:336: Description 12 Soil samples, 11 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111041 TP20 2 1.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111042 TP15 1 0.45 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111043 TP14 1 0.80 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111044 TP14 4 2.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111045 TP09 2 3.10 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111046 TP17 1 2.10 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111047 TP12 1 1.80 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111048 TP01 1 0.60 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111049 TP06 1 0.70 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111050 TP06 3 2.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111051 TP06 4 3.70 SOIL Chrysotile Bundle of Chrysotile Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:347:1111052 TP04A 1 1.10 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:348: Sample Type SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111041 TP20 1.30 SOIL 09/01/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111042 TP15 0.45 SOIL 10/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111043 TP14 0.80 SOIL 10/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111044 TP14 2.30 SOIL 10/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111045 TP09 3.10 SOIL 10/01/17 GJ 250ml, GJ 60ml x3, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111046 TP17 2.10 SOIL 11/01/17 GJ 250ml, GJ 60ml x3, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111047 TP12 1.80 SOIL 11/01/17 GJ 60ml x5, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111048 TP01 0.60 SOIL 11/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111049 TP06 0.70 SOIL 12/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111050 TP06 2.00 SOIL 12/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111051 TP06 3.70 SOIL 12/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:1111052 TP04A 1.10 SOIL 12/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:349:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:352: Description 11 Soil samples, 3 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:362:1117386 TPB12 1 0.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:362:1117387 TPB11 2 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:362:1117388 TPB09 1 0.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:362:1117389 TPB07 2 0.90 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:362:1117390 TPB07 4 2.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:362:1117391 TPB08 1 0.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:362:1117392 TPB08 3 3.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:362:1117394 TPB04 1 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:362:1117396 TPB06 3 2.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117386 TPB12 0.30 SOIL 16/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117387 TPB11 2.00 SOIL 17/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117388 TPB09 0.30 SOIL 17/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117389 TPB07 0.90 SOIL 17/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117390 TPB07 2.50 SOIL 17/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117391 TPB08 0.30 SOIL 18/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117392 TPB08 3.00 SOIL 18/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117393 TPB02 2.60 SOIL 19/01/17 GJ 250ml x2, GJ 60ml, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117394 TPB04 0.50 SOIL 19/01/17 GJ 250ml x2, GJ 60ml, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117395 TPB06 0.20 SOIL 19/01/17 GJ 250ml x2, GJ 60ml, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:1117396 TPB06 2.50 SOIL 19/01/17 GJ 250ml x2, GJ 60ml, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:363:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:366: Description 13 Soil samples, 4 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:373:1119386 TPB03 1 0.40 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:373:1119388 TPB01 1 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:373:1119389 TPB01 3 4.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:373:1119391 TPI09 3 3.00 SOIL Amosite Chrysotile Amosite and Chrysotile present in Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:373:1119392 TPI08 1 0.20 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:373:1119394 TPI07 1 1.30 SOIL Chrysotile Small bundles of Chrysotile Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:373:1119396 TPI12 3 3.80 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:373:1119397 TPI11 1 1.00 SOIL Amosite Chrysotile Small bundles of Chrysotile and Amosite Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:374: Sample Type SOIL SOIL SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119385 TPB05 0.70 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119386 TPB03 0.40 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119387 TPB03 2.60 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119388 TPB01 0.30 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119389 TPB01 4.00 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119390 TPI09 0.20 SOIL 25/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119391 TPI09 3.00 SOIL 25/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119392 TPI08 0.20 SOIL 25/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119393 TPI08 3.00 SOIL 25/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119394 TPI07 1.30 SOIL GJ 250ml x2, GV, PB 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119395 TPI12 0.60 SOIL GJ 250ml x2, GV, PB 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119396 TPI12 3.80 SOIL GJ 250ml, GV, PB 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:375:1119397 TPI11 1.00 SOIL GJ 250ml, GV, PB 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:376:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:376:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:379: Description 12 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124110 TPI04 2 3.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124111 TPI03 1 0.30 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124112 TPI03 4 4.00 SOIL Amosite bundle of Amosite fibres Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124113 TPI02 1 0.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124114 TPI02 3 4.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124115 TPI01 1 0.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124116 TPI13 1 0.70 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124117 TPI14 1 0.60 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124118 TPI17 1 0.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124119 TPI17 3 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124120 TPI16 1 0.70 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:388:1124121 TPI16 3 4.00 SOIL Chrysotile bundle of Chrysotile fibres Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:389: Sample Type SOIL SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124110 TPI04 3.00 SOIL 02/02/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124111 TPI03 0.30 SOIL 02/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124112 TPI03 4.00 SOIL 02/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124113 TPI02 0.20 SOIL 02/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124114 TPI02 4.00 SOIL 02/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124115 TPI01 0.80 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124116 TPI13 0.70 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124117 TPI14 0.60 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124118 TPI17 0.20 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124119 TPI17 1.00 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124120 TPI16 0.70 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:1124121 TPI16 4.00 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:390:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:391: Description 4 Soil samples, 2 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:397:1124258 TPI22 1 1.00 SOIL Amosite Small bundle of Amosite Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:397:1124261 TPI36 3 3.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:398: Sample Type SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:399:1124258 TPI22 1.00 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:399:1124259 TPI34 0.80 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:399:1124260 TPI36 1.50 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:399:1124261 TPI36 3.50 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:400:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:400:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:401: Description 14 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126365 TPI 19 1 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126367 TPI 23 1 2.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126368 TPI 24 1 1.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126369 TPI 25 3 3.70 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126370 TPI 26 1 2.60 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126371 TPI 27 2 1.30 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126373 TPI 29 1 0.60 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126374 TPI 31 2 1.30 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126375 TPI 32 1 1.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126376 TPI 33 1 2.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126377 TPI 35 1 1.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:410:1126378 TPI 37 1 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:411:1126365 TPI 19 1.00 SOIL GV, PT 1L, PT 500ml Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:411:1126366 TPI 21 0.90 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:411:1126367 TPI 23 2.20 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:411:1126368 TPI 24 1.50 SOIL 08/02/17 GJ 250ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:411:1126369 TPI 25 3.70 SOIL 09/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:411:1126370 TPI 26 2.60 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:411:1126371 TPI 27 1.30 SOIL 09/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:411:1126372 TPI 28 3.50 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:411:1126373 TPI 29 0.60 SOIL 08/02/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:412:1126374 TPI 31 1.30 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:412:1126375 TPI 32 1.40 SOIL 09/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:412:1126376 TPI 33 2.80 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:412:1126377 TPI 35 1.50 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:412:1126378 TPI 37 1.00 SOIL 09/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:413:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:413:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:416: Description 21 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131597 TPH01 1 1.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131599 TPH07 1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131600 TPH07 2 2.00 SOIL Amosite Amosite present as fibre bundle Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131601 TPH09 1 0.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131602 TPH10 1 1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131603 TPH11 1 1.70 SOIL Amosite Amosite present as fibre bundle Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131604 TPH13 1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131605 TPH14 1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131607 TPH15 2 3.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131608 TPH16 3 2.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131610 TPH21 1 1.60 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131611 TPH23 1 1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131612 TPH23 3 3.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131613 TPH24 1 2.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131614 TPH25 1 1.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131615 TPH27 2 1.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131616 TPH29 1 0.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:430:1131617 TPH33 1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:431: Sample Type SOIL SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:432:1131597 TPH01 1.20 SOIL 13/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:432:1131598 TPH02 0.70 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:432:1131599 TPH07 0.50 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-Factual Report SSI 1.pdf:432:1131600 TPH07 2.00 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-Factual Report SSI 1.pdf:432:1131601 TPH09 0.40 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:432:1131602 TPH10 1.50 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:432:1131603 TPH11 1.70 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-Factual Report SSI 1.pdf:433:1131604 TPH13 0.50 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-Factual Report SSI 1.pdf:433:1131605 TPH14 2.00 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-Factual Report SSI 1.pdf:433:1131606 TPH15 1.40 SOIL 13/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:433:1131607 TPH15 3.00 SOIL 13/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:433:1131608 TPH16 2.20 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:433:1131609 TPH17 1.50 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:433:1131610 TPH21 1.60 SOIL PT 1L Sample date not supplied, Anions Aliphatics/Aromatics, BTEX,
R-2021-1048-FFM-Factual Report SSI 1.pdf:433:1131611 TPH23 1.50 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:433:1131612 TPH23 3.40 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:434:1131613 TPH24 2.30 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:434:1131614 TPH25 1.20 SOIL 15/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:434:1131615 TPH27 1.20 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-Factual Report SSI 1.pdf:434:1131616 TPH29 0.80 SOIL 13/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:434:1131617 TPH33 2.00 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-Factual Report SSI 1.pdf:435:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:435:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:436: Description 16 Soil samples, 6 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138784 TPE10 1 0.10 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138785 TPE10 2 2.40 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138786 TPE09 2 2.50 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138787 TPE02 1 0.30 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138788 TPE07 2 3.90 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138790 TPE05 3 1.70 SOIL Amosite Amosite present as fibre bundles Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138791 TPE04 1 1.00 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138792 TPE01 1 0.40 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138793 TPE03 1 1.50 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138795 TPE08 1 0.40 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138796 TPE15 1 0.20 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138798 TPE14 1 0.30 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:444:1138799 TPE14 2 3.20 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:445: Sample Type SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138784 TPE10 0.10 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138785 TPE10 2.40 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138786 TPE09 2.50 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138787 TPE02 0.30 SOIL 21/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138788 TPE07 3.90 SOIL 21/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138789 TPE05 0.50 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138790 TPE05 1.70 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138791 TPE04 1.00 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138792 TPE01 0.40 SOIL 21/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138793 TPE03 1.50 SOIL 22/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138794 TPE03 3.00 SOIL 22/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138795 TPE08 0.40 SOIL 22/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138796 TPE15 0.20 SOIL 24/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138797 TPE15 1.20 SOIL 24/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138798 TPE14 0.30 SOIL 24/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:1138799 TPE14 3.20 SOIL 24/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:446:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:447: Description 7 Soil samples, 2 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:451:1140329 TPE35 E1 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:451:1140330 TPE35 E2 3.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:451:1140331 TPE31 E1 1.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:451:1140332 TPE30 E1 3.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:451:1140333 TPE32 E1 2.80 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:451:1140334 TPE32 E2 3.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:452:1140329 TPE35 2.00 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:452:1140330 TPE35 3.00 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:452:1140331 TPE31 1.20 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:452:1140332 TPE30 3.30 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:452:1140333 TPE32 2.80 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:452:1140334 TPE32 3.50 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:452:1140335 TPE34 3.50 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:452:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:452:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:453: Description 21 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142175 TPE39 E1 1.80 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142177 TPE41 E1 1.70 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142178 TPE42 E1 3.00-3.10 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142179 TPE43 E2 3.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142180 TPE44 E1 0.10 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142181 TPE44 E2 4.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142182 TPE49 E2 3.40 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142184 TPE51 E1 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142185 TPE52 E1 0.90 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142188 TPE59 E1 3.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142189 TPE60 E1 3.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142192 TPE62 E1 3.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142193 TPE65 E2 1.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:466:1142203 TPE63 E1 1.14 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142175 TPE39 1.80 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142176 TPE40 3.60 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142177 TPE41 1.70 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142178 TPE42 3.00-3.10 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142179 TPE43 3.20 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142180 TPE44 0.10 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142181 TPE44 4.20 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142182 TPE49 3.40 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142183 TPE50 4.00 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142184 TPE51 2.00 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142185 TPE52 0.90 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142186 TPE53 2.50 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142187 TPE58 1.00 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142188 TPE59 3.50 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142189 TPE60 3.50 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142190 TPE60 4.50 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142191 TPE61 1.00 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142192 TPE62 3.20 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142193 TPE65 1.50 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142194 TPE71 2.40 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-Factual Report SSI 1.pdf:467:1142203 TPE63 1.14 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:468:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:468:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:469: Description 13 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143854 TPE11 E1 1.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143855 TPE20 E2 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143856 TPE24 E1 1.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143857 TPE29 E1 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143858 TPE29 E3 2.60 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143859 TPE12 E3 1.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143860 TPE17 E1 3.10 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143862 TPE19 E1 0.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143863 TPE19 E4 3.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143865 TPE22 E1 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:475:1143866 TPE22 E3 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143854 TPE11 1.50 SOIL 27/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143855 TPE20 0.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143856 TPE24 1.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143857 TPE29 0.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143858 TPE29 2.60 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143859 TPE12 1.00 SOIL 27/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143860 TPE17 3.10 SOIL 28/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143861 TPE18 2.50 SOIL 28/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143862 TPE19 0.20 SOIL 28/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143863 TPE19 3.30 SOIL 28/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143864 TPE23 3.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143865 TPE22 0.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:1143866 TPE22 2.00 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:476:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:477: Description 16 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145606 TPE28 E1 0.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145607 TPE37 E1 3.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145608 TPE37 E3 4.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145609 TPE47 E1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145611 TPE56 E1 2.60 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145612 TPE64 E1 1.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145613 TPE69 E1 3.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145615 TPF11 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145617 TPF12 E1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145618 TPF13 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145619 TPF13 E2 2.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1145620 TPF14 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:488:1150702 TPF08 0.20 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145606 TPE28 0.80 SOIL 13/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145607 TPE37 3.00 SOIL 14/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145608 TPE37 4.50 SOIL 14/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145609 TPE47 2.00 SOIL 13/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145610 TPE48 1.50 SOIL 13/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145611 TPE56 2.60 SOIL 13/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145612 TPE64 1.30 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145613 TPE69 3.80 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145614 TPE70 1.00 SOIL GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145615 TPF11 1.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145616 TPF11 4.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145617 TPF12 2.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145618 TPF13 1.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145619 TPF13 2.40 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1145620 TPF14 1.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1150702 TPF08 0.20 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:489:1150703 TPF09 0.20 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:490:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:490:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:491: Description 21 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150242 TPF01 1 0.70 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150243 TPF01 2 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150244 TPF02 1 2.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150246 TPF05 1 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150247 TPF06 1 2.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150249 TPF10 1 0.20-0.60 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150250 TPC08 1 4.10-5.40 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150252 TPC19 1 0.30 SOIL Chrysotile Chrysotile present as small fibre bundle D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150253 TPC19 2 0.70 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150254 TPC28 1 2.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150255 TPC28 3.40 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150257 TPC30 1.50-2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150258 TPC30 2.10-2.30 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150259 TPC38 1.60 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150260 TPC40 0.70 SOIL NAD none D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:502:1150262 TPC41 0.80-1.10 SOIL Chrysotile Chrysotile present as fibre bundle D Wilkinson
R-2021-1048-FFM-Factual Report SSI 1.pdf:503: Sample Type SOIL SOIL SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150242 TPF01 0.70 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150243 TPF01 2.00 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150244 TPF02 2.50 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150245 TPF04 4.00 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150246 TPF05 0.50 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150247 TPF06 2.50 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150248 TPF07 0.50-0.60 SOIL 17/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150249 TPF10 0.20-0.60 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150250 TPC08 4.10-5.40 SOIL 23/03/17 No containers logged Cannot evaluate
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150251 TPC09 0.10-0.50 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150252 TPC19 0.30 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150253 TPC19 0.70 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150254 TPC28 2.20 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150255 TPC28 3.40 SOIL 24/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150256 TPC29 1.00 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150257 TPC30 1.50-2.00 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150258 TPC30 2.10-2.30 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150259 TPC38 1.60 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150260 TPC40 0.70 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150261 TPC40 2.50 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:1150262 TPC41 0.80-1.10 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:504:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:505: Description 23 Soil samples, 10 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153085 TPC01 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153086 TPC05 E1 0.30 SOIL Amosite Small bundle of Amosite Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153087 TPC05 E2 0.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153088 TPC06 E1 1.00 SOIL Amosite Chrysotile Microscopic loose fibrous asbestos Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153089 TPC10 E1 0.10 SOIL Amosite Chrysotile bundle of Amosite & bundle of Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153090 TPC10 E2 4.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153091 TPC14 E1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153092 TPC15 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153093 TPC16 E1 3.10 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153094 TPC20 E1 0.40 SOIL Chrysotile Bundles of Chrysotile Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153096 TPC22 E2 4.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153097 TPC24 E2 2.60 SOIL Amosite Small bundle of Amosite Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153099 TPC26 E1 0.90 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153100 TPC31 E2 3.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153102 TPC33 E1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153103 TPC36 E1 1.10 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153104 TPC37 E1 0.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153105 TPC37 E2 1.70 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153106 TPC37 E3 3.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:523:1153107 TPC37 E4 3.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:524: Sample Type SOIL SOIL SOIL SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:525: Sample Type SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153085 TPC01 1.00 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153086 TPC05 0.30 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153087 TPC05 0.30 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153088 TPC06 1.00 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153089 TPC10 0.10 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153090 TPC10 4.50 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153091 TPC14 0.50 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153092 TPC15 1.00 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153093 TPC16 3.10 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153094 TPC20 0.40 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153095 TPC21 0.00 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153096 TPC22 4.00 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153097 TPC24 2.60 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153098 TPC25 3.80 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153099 TPC26 0.90 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153100 TPC31 3.20 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153101 TPC32 3.80 SOIL 29/03/17 GJ 60ml, PB to 250ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153102 TPC33 2.00 SOIL 29/03/17 GJ 60ml, PB to 250ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153103 TPC36 1.10 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153104 TPC37 0.30 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153105 TPC37 1.70 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153106 TPC37 3.20 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:526:1153107 TPC37 3.30 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:527:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:527:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:530: Description 1 Soil sample, 1 Leachate sample.
R-2021-1048-FFM-Factual Report SSI 1.pdf:534:1154663 TPC18 E1 3.00 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-Factual Report SSI 1.pdf:535:1154663 TPC18 3.00 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:535:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:535:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:536: Description 12 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155753 TPD44 E3 0.70-0.90 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155754 TPD43 E1 0.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155755 TPD43 E2 1.10 SOIL Chrysotile Amosite bundle of Amosite+ Chrysotile fibres Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155756 TPD41 E3 1.40 SOIL Amosite small bundle of Amosite fibres Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155757 TPD40 E1 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155758 TPD38 E1 0.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155759 TPD38 E2 1.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155760 TPD37 E1 0.90 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155762 TPD35 E1 0.00-0.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155763 TPD35 E2 1.80-1.90 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:545:1155767 TPD39 E1 0.70-0.85 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:546: Sample Type SOIL SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155753 TPD44 0.70-0.90 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155754 TPD43 0.50 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155755 TPD43 1.10 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155756 TPD41 1.40 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155757 TPD40 1.00 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155758 TPD38 0.50 SOIL 04/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155759 TPD38 1.80 SOIL 04/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155760 TPD37 0.90 SOIL 04/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155761 TPD36 1.40 SOIL 05/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155762 TPD35 0.00-0.20 SOIL 05/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155763 TPD35 1.80-1.90 SOIL 05/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:1155767 TPD39 0.70-0.85 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:547:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:548: Description 9 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:558:1157575 TPD13 E2 1.50-2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:558:1157576 TPD14 E1 0.30-0.90 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:558:1157577 TPD15 E1 0.80-1.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:558:1157578 TPD16 E1 0.15-0.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:558:1157579 TPD17 E1 2.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:558:1157581 TPD19 E2 1.50-2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:558:1157582 TPD20 E1 1.00-1.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:1157574 TPD12 1.80-2.80 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:1157575 TPD13 1.50-2.50 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:1157576 TPD14 0.30-0.90 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:1157577 TPD15 0.80-1.40 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:1157578 TPD16 0.15-0.40 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:1157579 TPD17 2.80 SOIL 07/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:1157580 TPD19 0.20-0.40 SOIL 07/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:1157581 TPD19 1.50-2.50 SOIL 07/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:1157582 TPD20 1.00-1.50 SOIL 07/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:559:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:562: Description 19 Soil samples, 8 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159338 TPD02 E2 2.50 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159339 TPD03 E2 0.30 SOIL Chrysotile Small bundle of Chrysotile fibres Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159340 TPD07 E1 0.10 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159342 TPD08 E1 0.50 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159343 TPD21 E1 1.50 SOIL Chrysotile Small bundles of Chrysotile fibres Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159344 TPD22 E4 3.80 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159345 TPD24 E1 0.70 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159346 TPD24 E3 1.90 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159347 TPD25 E2 1.70 SOIL Amosite Small bundle of Amosite fibres Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159348 TPD26 E1 1.00 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159349 TPD27 E2 1.10 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159351 TPD29 E1 1.20 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159352 TPD30 E1 0.70 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159354 TPD31 E2 1.00 SOIL Amosite Small bundle of Amosite fibres Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:577:1159355 TPD32 E1 0.50 SOIL NAD none Keith Wilson
R-2021-1048-FFM-Factual Report SSI 1.pdf:578: Sample Type SOIL SOIL SOIL SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159337 TPD01 0.30 SOIL 12/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159338 TPD02 2.50 SOIL 12/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159339 TPD03 0.30 SOIL 12/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159340 TPD07 0.10 SOIL 12/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159341 TPD07 2.20 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159342 TPD08 0.50 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159343 TPD21 1.50 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159344 TPD22 3.80 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159345 TPD24 0.70 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159346 TPD24 1.90 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159347 TPD25 1.70 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159348 TPD26 1.00 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159349 TPD27 1.10 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159350 TPD28 0.90 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159351 TPD29 1.20 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159352 TPD30 0.70 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159353 TPD30 1.60 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159354 TPD31 1.00 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:579:1159355 TPD32 0.50 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:580:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:580:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:583: Description 7 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-Factual Report SSI 1.pdf:591:1163524 TPE75 E1 1.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:591:1163526 TPE73 E1 0.20 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:591:1163527 TPE73 E2 3.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:591:1163528 TPE66 E1 1.50 SOIL Chrysotile Small bundle of Chrysotile Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:591:1163530 TPE38 E1 2.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:592: Sample Type SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:593:1163524 TPE75 1.00 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:593:1163525 TPE75 3.00 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:593:1163526 TPE73 0.20 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:593:1163527 TPE73 3.50 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:593:1163528 TPE66 1.50 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:593:1163529 TPE66 2.50 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:593:1163530 TPE38 2.00 SOIL 21/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:593:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:593:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:596: Description 7 Soil samples, 3 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:601:1163536 TPE54 E3 2.80-2.90 SOIL Chrysotile Small bundle of Chrysotile Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:601:1163537 TPE76 E1 1.50-1.60 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:601:1163538 TPD06 E1 0.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:601:1163539 TPD06 E2 1.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:601:1163541 TPD10 E2 2.00-2.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:601:1163542 TPD11 E1 0.50-0.90 SOIL NAD none Michael Kay
R-2021-1048-FFM-Factual Report SSI 1.pdf:602: Sample Type SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:603:1163536 TPE54 2.80-2.90 SOIL 19/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:603:1163537 TPE76 1.50-1.60 SOIL 19/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:603:1163538 TPD06 0.50 SOIL 18/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:603:1163539 TPD06 1.50 SOIL 18/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:603:1163540 TPD04 0.40-0.50 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:603:1163541 TPD10 2.00-2.30 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:603:1163542 TPD11 0.50-0.90 SOIL 13/04/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-Factual Report SSI 1.pdf:603:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:603:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:606: Description 2 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-Factual Report SSI 1.pdf:614:1164624 TPD34 0.20-0.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:614:1164625 TPD23 0.90-1.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:615:1164624 TPD34 0.20-0.80 SOIL 05/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:615:1164625 TPD23 0.90-1.40 SOIL 05/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:615:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:615:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:618: Description 14 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165305 TPH04 1 0.90 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165307 TPH06 1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165308 TPH06 2 2.50-3.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165309 TPE27 1 0.20-0.50 SOIL Chrysotile Small bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165310 TPE36 2 2.70-3.70 SOIL Chrysotile Bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165311 TPE46 2 1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165312 TPE46 3 3.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165313 TPH05 1 0.40-1.10 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165314 TPH05 2 1.10-1.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165315 TPI30 1 1.00-1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165316 TPE26 1 1.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165317 TPE26 3 2.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:630:1165318 TPE55 3 3.80 SOIL Chrysotile Bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165305 TPH04 0.90 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165306 TPH04 2.40 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165307 TPH06 0.50 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165308 TPH06 2.50-3.00 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165309 TPE27 0.20-0.50 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165310 TPE36 2.70-3.70 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165311 TPE46 1.50 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165312 TPE46 3.40 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165313 TPH05 0.40-1.10 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165314 TPH05 1.10-1.80 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165315 TPI30 1.00-1.50 SOIL 26/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165316 TPE26 1.40 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165317 TPE26 2.80 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:1165318 TPE55 3.80 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:631:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:634: Description 14 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165305 TPH04 1 0.90 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165307 TPH06 1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165308 TPH06 2 2.50-3.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165309 TPE27 1 0.20-0.50 SOIL Chrysotile Small bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165310 TPE36 2 2.70-3.70 SOIL Chrysotile Bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165311 TPE46 2 1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165312 TPE46 3 3.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165313 TPH05 1 0.40-1.10 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165314 TPH05 2 1.10-1.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165315 TPI30 1 1.00-1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165316 TPE26 1 1.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165317 TPE26 3 2.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:646:1165318 TPE55 3 3.80 SOIL Chrysotile Bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-Factual Report SSI 1.pdf:647: Sample Type SOIL SOIL SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165305 TPH04 0.90 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165306 TPH04 2.40 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165307 TPH06 0.50 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165308 TPH06 2.50-3.00 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165309 TPE27 0.20-0.50 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165310 TPE36 2.70-3.70 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165311 TPE46 1.50 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165312 TPE46 3.40 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165313 TPH05 0.40-1.10 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165314 TPH05 1.10-1.80 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165315 TPI30 1.00-1.50 SOIL 26/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165316 TPE26 1.40 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165317 TPE26 2.80 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:1165318 TPE55 3.80 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:648:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-Factual Report SSI 1.pdf:651: Description 5 Soil samples.
R-2021-1048-FFM-Factual Report SSI 1.pdf:658:1166961 TPC11 E2 2.00-2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:658:1166962 TPC11 E3 2.00-2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:658:1166963 TPC03 E1 0.00-0.40 SOIL Amosite Chrysotile bundle of Amosite+ Chrysotile fibres Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:658:1166964 TPE21 E1 0.10-0.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:658:1166965 TPE21 E4 4.00-4.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-Factual Report SSI 1.pdf:659: Sample Type SOIL
R-2021-1048-FFM-Factual Report SSI 1.pdf:660:1166961 TPC11 2.00-2.50 SOIL 27/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:660:1166962 TPC11 2.00-2.50 SOIL 27/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:660:1166963 TPC03 0.00-0.40 SOIL 27/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:660:1166964 TPE21 0.10-0.40 SOIL 28/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:660:1166965 TPE21 4.00-4.50 SOIL 28/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-Factual Report SSI 1.pdf:660:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-Factual Report SSI 1.pdf:660:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:5: Soil Sampling ………………………………………………………………………………………………………… 20
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:5: Management of Contaminated Soils …………………………………………………………………………. 26
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:9: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:13: slag was not the dominant constituent although often still present within the soil matrix.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:13: the soil matrix.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:14:Arcadis have reviewed the distribution of historical investigation at the site, including available soil and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:17:Asbestos in Soils
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:17:Asbestos fibres are present in shallow soils and pose a risk to Human Health receptors via the inhalation
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:18:Review of previous investigations identified evidence of potential NAPL contamination on soils in the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:19:nuisance including contaminated soil or plant material from any waste you transfer being spread into
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:19:structures/features and/or to address the removal of contaminated soils. Any requirement for deeper
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:21:construction soils during the remediation works, the suitability of which is dependent upon the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:22:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:22: • Soils that require off-site disposal/treatment (not treatable);
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:22: • Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:23:• Manage the contamination in excess of screening levels including NAPL containing soils.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:23:• Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:24: • Treatment of soils impacted with NAPL in order to make them suitable for reuse;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:24: • Segregation of soils with ACM for treatment and reuse;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:24: • Remediation of soils impacted with contaminants above target levels through capping of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:24: • Removal of NAPL and tar impacted soils to address risks to Human Health.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:26: Soil Sampling
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:26:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:27:stockpiled for treatment. Stockpiled soils for treatment will be required to be placed on impermeable
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:29:The contractor shall ensure soils in the unsaturated zone visibly contaminated with NAPL are managed
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:29: Composite soil samples do not exceed the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:29: Extents in within soils within the uppermost 0.2m of following frequency
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:30: Composite soil samples do not exceed the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:30: Ensure that soils remaining in-situ do not intervals (whichever is the greater)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:30: Composite soil samples do not exceed the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:30: Extents in within soils within the uppermost 0.2m of following frequency
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31: Composite soil samples do not exceed the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31: Ensure that soils remaining in-situ do not • One sample per stratum or at 1.0m vertical
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31: (Imported Soil samples collected at a frequency of one
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31:capacity of the site the majority of the soils are likely to be tested after placement rather than in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32: Soil reused below capping layer does
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32: Reuse Soil reused below capping layer does
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32: below not contain NAPL. Composite soil samples collected at a
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32: Soil reused within capping layer does criteria set out in Appendix C.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32: Soil reused within capping layer does
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32: Management of Contaminated Soils
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32:and will be used to break the pathway to the underlying soils for a period of up to four years with minimal
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32:in section 2.7.1) are identified in soils used as fill, or in stockpiles proposed for use as fill above the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32:reuse criteria further assessment of the impacted soils will be undertaken.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32:representative of, and not practical to separate from the bulk material these soils will remain in place
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32:below the clean cover system. The location of the placed soils will be recorded on as built records for
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:the bulk material these soils will be reused within the permanent works as bulk fill below the clean cover
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:system. The location of the placed soils will be recorded on as built records for the works.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33: • Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33: • Soil Washing;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:Where soils are visibly impacted with NAPL or olfactory observations / onsite screening with a
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:testing as defined above indicates the NAPL is no longer present. Treated soils will be validated against
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:34:based on the sampling results. Soil with visible ACMs will not be reused.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:34:Where asbestos is identified in excavated and processed soils in laboratory testing above the reuse
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:34:criteria further assessment of the impacted soils will be undertaken. Where assessment of the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:34:not representative of, and not practical to separate from the bulk material these soils will be reused
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:34:the placed soils will be recorded on as built records for the works.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:38: • Field screening / onsite analysis of soil samples (delegated to validating consultant);
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:38: • On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:38: • Contaminant concentrations within excavated soil re-used onsite as infill to excavations, meet
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:41: REMOVAL OF CONTAMINATED SOILS
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:43:HFO line, COG main, Soil Source Inhalation of Indoor Air
R-2021-1048-FFM-2021-83 EcIA NZT Remediation Rev A.PDF:12:A flat, rectangular area on which the surface substrate was loosely compacted, dry soil, though
R-2021-1048-FFM-2021-83 EcIA NZT Remediation Rev A.PDF:17: limited to, spills, storage of soils and control of construction related dust;
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:3: 3.7 Soils ……………………………………………………………………………………………………………. 3‐4
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:3: 4.4 Soils ……………………………………………………………………………………………………………. 4‐2
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:13:3.7 Soils
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:13:The soil concentrations have been assessed with respect to the risk to human health, for a
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:13:commercial/ industrial land use. Following the CL:AIRE “Guidance on Comparing Soil Contamination
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:13:Table 2.5 ‐ Soils Analysis
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:19:4.4 Soils
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:19:The soil concentrations for the Made Ground in Area C and D which are adjacent to each other, have
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:20:Table 3.2 Areas C & D soils Analysis – Made Ground
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:39: e = soil’s void ratio
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:47:(refer CIRIA Report C504). Based on the available data, and assuming that the soil mass acts more in
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:56:classification of soil and identification and description
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:56:classification of soils and principals for classification
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:56:Correlations of Soil Properties (1991) Carter, M. and Bentley, S.P. Pentech Press, London, 128 pp.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:56:Guidance on Comparing Soil Contamination Data with a Critical Concentration (2008) ‐
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:155: From OM: Slow excavation. Pit located on path used by dumpers soils
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:241: Occasional gravel sized red material (ore?) has coloured the soil
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:399: Description 2 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:406:1099050 TP29 3 1.50-1.70 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:407:1099050 TP29 1.50-1.70 SOIL 09/12/16 GJ 1L, GJ 250ml x2
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:407:1099051 TP04 0.00-0.10 SOIL 09/12/16 GJ 1L, GJ 250ml x2
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:407:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:407:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:410: Description 5 Soil samples, 3 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:418:1102232 TP28 2 0.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:418:1102234 TP42 5 3.90 SOIL Crocidolite Small bundle of Crocidolite Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:418:1102235 TP34 1 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:418:1102236 TP26 1 0.80 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:419: Sample Type SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:420:1102232 TP28 0.50 SOIL 12/12/16 GJ 1L, GJ 250ml, GJ 60ml
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:420:1102233 TP42 0.40 SOIL 12/12/16 GJ 1L, GJ 250ml, GJ 60ml
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:420:1102234 TP42 3.90 SOIL 12/12/16 GJ 1L, GJ 250ml, GJ 60ml
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:420:1102235 TP34 0.30 SOIL 13/12/16 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:420:1102236 TP26 0.80 SOIL 13/12/16 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:420:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:420:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:421: Description 9 Soil samples, 6 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:431:1103209 TP25 1 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:431:1103210 TP40 2 2.60 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:431:1103211 TP39 2 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:431:1103212 TP39 3 2.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:431:1103213 TP31 1 0.60 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:431:1103214 TP22 1 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:431:1103215 TP22 3 2.30 SOIL Amosite Small bundle of Amosite Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:431:1103217 TP37 2 2.10 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:432: Sample Type SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:1103209 TP25 0.30 SOIL 14/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:1103210 TP40 2.60 SOIL 14/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:1103211 TP39 0.30 SOIL 14/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:1103212 TP39 2.00 SOIL 14/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:1103213 TP31 0.60 SOIL 15/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:1103214 TP22 0.30 SOIL 15/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:1103215 TP22 2.30 SOIL 15/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:1103216 TP37 0.40 SOIL 16/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:1103217 TP37 2.10 SOIL 16/12/16 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:433:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:434: Description 12 Soil samples, 11 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111041 TP20 2 1.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111042 TP15 1 0.45 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111043 TP14 1 0.80 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111044 TP14 4 2.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111045 TP09 2 3.10 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111046 TP17 1 2.10 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111047 TP12 1 1.80 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111048 TP01 1 0.60 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111049 TP06 1 0.70 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111050 TP06 3 2.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111051 TP06 4 3.70 SOIL Chrysotile Bundle of Chrysotile Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:445:1111052 TP04A 1 1.10 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:446: Sample Type SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111041 TP20 1.30 SOIL 09/01/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111042 TP15 0.45 SOIL 10/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111043 TP14 0.80 SOIL 10/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111044 TP14 2.30 SOIL 10/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111045 TP09 3.10 SOIL 10/01/17 GJ 250ml, GJ 60ml x3, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111046 TP17 2.10 SOIL 11/01/17 GJ 250ml, GJ 60ml x3, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111047 TP12 1.80 SOIL 11/01/17 GJ 60ml x5, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111048 TP01 0.60 SOIL 11/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111049 TP06 0.70 SOIL 12/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111050 TP06 2.00 SOIL 12/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111051 TP06 3.70 SOIL 12/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:1111052 TP04A 1.10 SOIL 12/01/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:447:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:450: Description 11 Soil samples, 3 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:460:1117386 TPB12 1 0.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:460:1117387 TPB11 2 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:460:1117388 TPB09 1 0.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:460:1117389 TPB07 2 0.90 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:460:1117390 TPB07 4 2.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:460:1117391 TPB08 1 0.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:460:1117392 TPB08 3 3.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:460:1117394 TPB04 1 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:460:1117396 TPB06 3 2.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117386 TPB12 0.30 SOIL 16/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117387 TPB11 2.00 SOIL 17/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117388 TPB09 0.30 SOIL 17/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117389 TPB07 0.90 SOIL 17/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117390 TPB07 2.50 SOIL 17/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117391 TPB08 0.30 SOIL 18/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117392 TPB08 3.00 SOIL 18/01/17 GJ 250ml x2, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117393 TPB02 2.60 SOIL 19/01/17 GJ 250ml x2, GJ 60ml, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117394 TPB04 0.50 SOIL 19/01/17 GJ 250ml x2, GJ 60ml, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117395 TPB06 0.20 SOIL 19/01/17 GJ 250ml x2, GJ 60ml, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:1117396 TPB06 2.50 SOIL 19/01/17 GJ 250ml x2, GJ 60ml, PT 500ml x2 pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:461:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:464: Description 13 Soil samples, 4 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:471:1119386 TPB03 1 0.40 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:471:1119388 TPB01 1 0.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:471:1119389 TPB01 3 4.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:471:1119391 TPI09 3 3.00 SOIL Amosite Chrysotile Amosite and Chrysotile present in Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:471:1119392 TPI08 1 0.20 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:471:1119394 TPI07 1 1.30 SOIL Chrysotile Small bundles of Chrysotile Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:471:1119396 TPI12 3 3.80 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:471:1119397 TPI11 1 1.00 SOIL Amosite Chrysotile Small bundles of Chrysotile and Amosite Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:472: Sample Type SOIL SOIL SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119385 TPB05 0.70 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119386 TPB03 0.40 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119387 TPB03 2.60 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119388 TPB01 0.30 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119389 TPB01 4.00 SOIL 23/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119390 TPI09 0.20 SOIL 25/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119391 TPI09 3.00 SOIL 25/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119392 TPI08 0.20 SOIL 25/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119393 TPI08 3.00 SOIL 25/01/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119394 TPI07 1.30 SOIL GJ 250ml x2, GV, PB 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119395 TPI12 0.60 SOIL GJ 250ml x2, GV, PB 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119396 TPI12 3.80 SOIL GJ 250ml, GV, PB 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:473:1119397 TPI11 1.00 SOIL GJ 250ml, GV, PB 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:474:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:474:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:477: Description 12 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124110 TPI04 2 3.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124111 TPI03 1 0.30 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124112 TPI03 4 4.00 SOIL Amosite bundle of Amosite fibres Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124113 TPI02 1 0.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124114 TPI02 3 4.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124115 TPI01 1 0.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124116 TPI13 1 0.70 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124117 TPI14 1 0.60 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124118 TPI17 1 0.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124119 TPI17 3 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124120 TPI16 1 0.70 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:486:1124121 TPI16 3 4.00 SOIL Chrysotile bundle of Chrysotile fibres Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:487: Sample Type SOIL SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124110 TPI04 3.00 SOIL 02/02/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124111 TPI03 0.30 SOIL 02/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124112 TPI03 4.00 SOIL 02/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124113 TPI02 0.20 SOIL 02/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124114 TPI02 4.00 SOIL 02/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124115 TPI01 0.80 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124116 TPI13 0.70 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124117 TPI14 0.60 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124118 TPI17 0.20 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124119 TPI17 1.00 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124120 TPI16 0.70 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:1124121 TPI16 4.00 SOIL 02/02/17 GJ 250ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:488:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:489: Description 4 Soil samples, 2 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:495:1124258 TPI22 1 1.00 SOIL Amosite Small bundle of Amosite Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:495:1124261 TPI36 3 3.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:496: Sample Type SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:497:1124258 TPI22 1.00 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:497:1124259 TPI34 0.80 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:497:1124260 TPI36 1.50 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:497:1124261 TPI36 3.50 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:498:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:498:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:499: Description 14 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126365 TPI 19 1 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126367 TPI 23 1 2.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126368 TPI 24 1 1.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126369 TPI 25 3 3.70 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126370 TPI 26 1 2.60 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126371 TPI 27 2 1.30 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126373 TPI 29 1 0.60 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126374 TPI 31 2 1.30 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126375 TPI 32 1 1.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126376 TPI 33 1 2.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126377 TPI 35 1 1.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:508:1126378 TPI 37 1 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:509:1126365 TPI 19 1.00 SOIL GV, PT 1L, PT 500ml Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:509:1126366 TPI 21 0.90 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:509:1126367 TPI 23 2.20 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:509:1126368 TPI 24 1.50 SOIL 08/02/17 GJ 250ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:509:1126369 TPI 25 3.70 SOIL 09/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:509:1126370 TPI 26 2.60 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:509:1126371 TPI 27 1.30 SOIL 09/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:509:1126372 TPI 28 3.50 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:509:1126373 TPI 29 0.60 SOIL 08/02/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:510:1126374 TPI 31 1.30 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:510:1126375 TPI 32 1.40 SOIL 09/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:510:1126376 TPI 33 2.80 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:510:1126377 TPI 35 1.50 SOIL GJ 250ml, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:510:1126378 TPI 37 1.00 SOIL 09/02/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:511:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:511:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:514: Description 21 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131597 TPH01 1 1.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131599 TPH07 1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131600 TPH07 2 2.00 SOIL Amosite Amosite present as fibre bundle Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131601 TPH09 1 0.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131602 TPH10 1 1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131603 TPH11 1 1.70 SOIL Amosite Amosite present as fibre bundle Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131604 TPH13 1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131605 TPH14 1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131607 TPH15 2 3.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131608 TPH16 3 2.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131610 TPH21 1 1.60 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131611 TPH23 1 1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131612 TPH23 3 3.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131613 TPH24 1 2.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131614 TPH25 1 1.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131615 TPH27 2 1.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131616 TPH29 1 0.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:528:1131617 TPH33 1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:529: Sample Type SOIL SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:530:1131597 TPH01 1.20 SOIL 13/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:530:1131598 TPH02 0.70 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:530:1131599 TPH07 0.50 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:530:1131600 TPH07 2.00 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:530:1131601 TPH09 0.40 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:530:1131602 TPH10 1.50 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:530:1131603 TPH11 1.70 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:531:1131604 TPH13 0.50 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:531:1131605 TPH14 2.00 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:531:1131606 TPH15 1.40 SOIL 13/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:531:1131607 TPH15 3.00 SOIL 13/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:531:1131608 TPH16 2.20 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:531:1131609 TPH17 1.50 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:531:1131610 TPH21 1.60 SOIL PT 1L Sample date not supplied, Anions Aliphatics/Aromatics, BTEX,
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:531:1131611 TPH23 1.50 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:531:1131612 TPH23 3.40 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:532:1131613 TPH24 2.30 SOIL 14/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:532:1131614 TPH25 1.20 SOIL 15/02/17 GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:532:1131615 TPH27 1.20 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:532:1131616 TPH29 0.80 SOIL 13/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:532:1131617 TPH33 2.00 SOIL GJ 250ml x2, GJ 60ml, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:533:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:533:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:534: Description 16 Soil samples, 6 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138784 TPE10 1 0.10 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138785 TPE10 2 2.40 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138786 TPE09 2 2.50 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138787 TPE02 1 0.30 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138788 TPE07 2 3.90 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138790 TPE05 3 1.70 SOIL Amosite Amosite present as fibre bundles Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138791 TPE04 1 1.00 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138792 TPE01 1 0.40 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138793 TPE03 1 1.50 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138795 TPE08 1 0.40 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138796 TPE15 1 0.20 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138798 TPE14 1 0.30 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:542:1138799 TPE14 2 3.20 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:543: Sample Type SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138784 TPE10 0.10 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138785 TPE10 2.40 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138786 TPE09 2.50 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138787 TPE02 0.30 SOIL 21/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138788 TPE07 3.90 SOIL 21/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138789 TPE05 0.50 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138790 TPE05 1.70 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138791 TPE04 1.00 SOIL 20/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138792 TPE01 0.40 SOIL 21/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138793 TPE03 1.50 SOIL 22/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138794 TPE03 3.00 SOIL 22/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138795 TPE08 0.40 SOIL 22/02/17 GJ 250ml x2, GV, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138796 TPE15 0.20 SOIL 24/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138797 TPE15 1.20 SOIL 24/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138798 TPE14 0.30 SOIL 24/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:1138799 TPE14 3.20 SOIL 24/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:544:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:545: Description 7 Soil samples, 2 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:549:1140329 TPE35 E1 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:549:1140330 TPE35 E2 3.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:549:1140331 TPE31 E1 1.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:549:1140332 TPE30 E1 3.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:549:1140333 TPE32 E1 2.80 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:549:1140334 TPE32 E2 3.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:550:1140329 TPE35 2.00 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:550:1140330 TPE35 3.00 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:550:1140331 TPE31 1.20 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:550:1140332 TPE30 3.30 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:550:1140333 TPE32 2.80 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:550:1140334 TPE32 3.50 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:550:1140335 TPE34 3.50 SOIL 02/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:550:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:550:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:551: Description 21 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142175 TPE39 E1 1.80 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142177 TPE41 E1 1.70 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142178 TPE42 E1 3.00-3.10 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142179 TPE43 E2 3.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142180 TPE44 E1 0.10 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142181 TPE44 E2 4.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142182 TPE49 E2 3.40 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142184 TPE51 E1 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142185 TPE52 E1 0.90 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142188 TPE59 E1 3.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142189 TPE60 E1 3.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142192 TPE62 E1 3.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142193 TPE65 E2 1.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:564:1142203 TPE63 E1 1.14 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142175 TPE39 1.80 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142176 TPE40 3.60 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142177 TPE41 1.70 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142178 TPE42 3.00-3.10 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142179 TPE43 3.20 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142180 TPE44 0.10 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142181 TPE44 4.20 SOIL 06/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142182 TPE49 3.40 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142183 TPE50 4.00 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142184 TPE51 2.00 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142185 TPE52 0.90 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142186 TPE53 2.50 SOIL 07/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142187 TPE58 1.00 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142188 TPE59 3.50 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142189 TPE60 3.50 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142190 TPE60 4.50 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142191 TPE61 1.00 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142192 TPE62 3.20 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142193 TPE65 1.50 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142194 TPE71 2.40 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:565:1142203 TPE63 1.14 SOIL 08/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:566:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:566:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:567: Description 13 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143854 TPE11 E1 1.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143855 TPE20 E2 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143856 TPE24 E1 1.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143857 TPE29 E1 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143858 TPE29 E3 2.60 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143859 TPE12 E3 1.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143860 TPE17 E1 3.10 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143862 TPE19 E1 0.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143863 TPE19 E4 3.30 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143865 TPE22 E1 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:573:1143866 TPE22 E3 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143854 TPE11 1.50 SOIL 27/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143855 TPE20 0.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143856 TPE24 1.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143857 TPE29 0.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143858 TPE29 2.60 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143859 TPE12 1.00 SOIL 27/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143860 TPE17 3.10 SOIL 28/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143861 TPE18 2.50 SOIL 28/02/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143862 TPE19 0.20 SOIL 28/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143863 TPE19 3.30 SOIL 28/02/17 GJ 250ml x2, GJ 60ml, PT 1L Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143864 TPE23 3.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143865 TPE22 0.50 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:1143866 TPE22 2.00 SOIL 01/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:574:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:575: Description 16 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145606 TPE28 E1 0.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145607 TPE37 E1 3.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145608 TPE37 E3 4.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145609 TPE47 E1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145611 TPE56 E1 2.60 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145612 TPE64 E1 1.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145613 TPE69 E1 3.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145615 TPF11 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145617 TPF12 E1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145618 TPF13 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145619 TPF13 E2 2.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1145620 TPF14 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:586:1150702 TPF08 0.20 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145606 TPE28 0.80 SOIL 13/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145607 TPE37 3.00 SOIL 14/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145608 TPE37 4.50 SOIL 14/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145609 TPE47 2.00 SOIL 13/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145610 TPE48 1.50 SOIL 13/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145611 TPE56 2.60 SOIL 13/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145612 TPE64 1.30 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145613 TPE69 3.80 SOIL GJ 250ml x2, GV, PT 1L Sample date not supplied, Anions 2:1 (365 days),
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145614 TPE70 1.00 SOIL GJ 250ml x2, GV, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145615 TPF11 1.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145616 TPF11 4.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145617 TPF12 2.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145618 TPF13 1.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145619 TPF13 2.40 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1145620 TPF14 1.00 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1150702 TPF08 0.20 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:587:1150703 TPF09 0.20 SOIL 15/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:588:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:588:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:589: Description 21 Soil samples, 7 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150242 TPF01 1 0.70 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150243 TPF01 2 2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150244 TPF02 1 2.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150246 TPF05 1 0.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150247 TPF06 1 2.50 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150249 TPF10 1 0.20-0.60 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150250 TPC08 1 4.10-5.40 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150252 TPC19 1 0.30 SOIL Chrysotile Chrysotile present as small fibre bundle D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150253 TPC19 2 0.70 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150254 TPC28 1 2.20 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150255 TPC28 3.40 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150257 TPC30 1.50-2.00 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150258 TPC30 2.10-2.30 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150259 TPC38 1.60 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150260 TPC40 0.70 SOIL NAD none D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:600:1150262 TPC41 0.80-1.10 SOIL Chrysotile Chrysotile present as fibre bundle D Wilkinson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:601: Sample Type SOIL SOIL SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150242 TPF01 0.70 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150243 TPF01 2.00 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150244 TPF02 2.50 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150245 TPF04 4.00 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150246 TPF05 0.50 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150247 TPF06 2.50 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150248 TPF07 0.50-0.60 SOIL 17/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150249 TPF10 0.20-0.60 SOIL 16/03/17 GJ 250ml, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150250 TPC08 4.10-5.40 SOIL 23/03/17 No containers logged Cannot evaluate
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150251 TPC09 0.10-0.50 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150252 TPC19 0.30 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150253 TPC19 0.70 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150254 TPC28 2.20 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150255 TPC28 3.40 SOIL 24/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150256 TPC29 1.00 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150257 TPC30 1.50-2.00 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150258 TPC30 2.10-2.30 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150259 TPC38 1.60 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150260 TPC40 0.70 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150261 TPC40 2.50 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:1150262 TPC41 0.80-1.10 SOIL 22/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:602:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:603: Description 23 Soil samples, 10 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153085 TPC01 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153086 TPC05 E1 0.30 SOIL Amosite Small bundle of Amosite Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153087 TPC05 E2 0.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153088 TPC06 E1 1.00 SOIL Amosite Chrysotile Microscopic loose fibrous asbestos Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153089 TPC10 E1 0.10 SOIL Amosite Chrysotile bundle of Amosite & bundle of Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153090 TPC10 E2 4.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153091 TPC14 E1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153092 TPC15 E1 1.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153093 TPC16 E1 3.10 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153094 TPC20 E1 0.40 SOIL Chrysotile Bundles of Chrysotile Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153096 TPC22 E2 4.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153097 TPC24 E2 2.60 SOIL Amosite Small bundle of Amosite Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153099 TPC26 E1 0.90 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153100 TPC31 E2 3.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153102 TPC33 E1 2.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153103 TPC36 E1 1.10 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153104 TPC37 E1 0.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153105 TPC37 E2 1.70 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153106 TPC37 E3 3.20 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:621:1153107 TPC37 E4 3.30 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:622: Sample Type SOIL SOIL SOIL SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:623: Sample Type SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153085 TPC01 1.00 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153086 TPC05 0.30 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153087 TPC05 0.30 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153088 TPC06 1.00 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153089 TPC10 0.10 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153090 TPC10 4.50 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153091 TPC14 0.50 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153092 TPC15 1.00 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153093 TPC16 3.10 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153094 TPC20 0.40 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153095 TPC21 0.00 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153096 TPC22 4.00 SOIL 29/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153097 TPC24 2.60 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153098 TPC25 3.80 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153099 TPC26 0.90 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153100 TPC31 3.20 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153101 TPC32 3.80 SOIL 29/03/17 GJ 60ml, PB to 250ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153102 TPC33 2.00 SOIL 29/03/17 GJ 60ml, PB to 250ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153103 TPC36 1.10 SOIL 28/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153104 TPC37 0.30 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153105 TPC37 1.70 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153106 TPC37 3.20 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:624:1153107 TPC37 3.30 SOIL 27/03/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:625:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:625:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:628: Description 1 Soil sample, 1 Leachate sample.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:632:1154663 TPC18 E1 3.00 SOIL NAD none Jeff Cruddas
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:633:1154663 TPC18 3.00 SOIL 23/03/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:633:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:633:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:634: Description 12 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155753 TPD44 E3 0.70-0.90 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155754 TPD43 E1 0.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155755 TPD43 E2 1.10 SOIL Chrysotile Amosite bundle of Amosite+ Chrysotile fibres Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155756 TPD41 E3 1.40 SOIL Amosite small bundle of Amosite fibres Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155757 TPD40 E1 1.00 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155758 TPD38 E1 0.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155759 TPD38 E2 1.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155760 TPD37 E1 0.90 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155762 TPD35 E1 0.00-0.20 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155763 TPD35 E2 1.80-1.90 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:643:1155767 TPD39 E1 0.70-0.85 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:644: Sample Type SOIL SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155753 TPD44 0.70-0.90 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155754 TPD43 0.50 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155755 TPD43 1.10 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155756 TPD41 1.40 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155757 TPD40 1.00 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155758 TPD38 0.50 SOIL 04/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155759 TPD38 1.80 SOIL 04/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155760 TPD37 0.90 SOIL 04/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155761 TPD36 1.40 SOIL 05/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155762 TPD35 0.00-0.20 SOIL 05/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155763 TPD35 1.80-1.90 SOIL 05/04/17 GJ 60ml x7, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:1155767 TPD39 0.70-0.85 SOIL 03/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:645:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:646: Description 9 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:656:1157575 TPD13 E2 1.50-2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:656:1157576 TPD14 E1 0.30-0.90 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:656:1157577 TPD15 E1 0.80-1.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:656:1157578 TPD16 E1 0.15-0.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:656:1157579 TPD17 E1 2.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:656:1157581 TPD19 E2 1.50-2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:656:1157582 TPD20 E1 1.00-1.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:1157574 TPD12 1.80-2.80 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:1157575 TPD13 1.50-2.50 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:1157576 TPD14 0.30-0.90 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:1157577 TPD15 0.80-1.40 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:1157578 TPD16 0.15-0.40 SOIL 06/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:1157579 TPD17 2.80 SOIL 07/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:1157580 TPD19 0.20-0.40 SOIL 07/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:1157581 TPD19 1.50-2.50 SOIL 07/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:1157582 TPD20 1.00-1.50 SOIL 07/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:657:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:660: Description 19 Soil samples, 8 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159338 TPD02 E2 2.50 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159339 TPD03 E2 0.30 SOIL Chrysotile Small bundle of Chrysotile fibres Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159340 TPD07 E1 0.10 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159342 TPD08 E1 0.50 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159343 TPD21 E1 1.50 SOIL Chrysotile Small bundles of Chrysotile fibres Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159344 TPD22 E4 3.80 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159345 TPD24 E1 0.70 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159346 TPD24 E3 1.90 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159347 TPD25 E2 1.70 SOIL Amosite Small bundle of Amosite fibres Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159348 TPD26 E1 1.00 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159349 TPD27 E2 1.10 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159351 TPD29 E1 1.20 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159352 TPD30 E1 0.70 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159354 TPD31 E2 1.00 SOIL Amosite Small bundle of Amosite fibres Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:675:1159355 TPD32 E1 0.50 SOIL NAD none Keith Wilson
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:676: Sample Type SOIL SOIL SOIL SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159337 TPD01 0.30 SOIL 12/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159338 TPD02 2.50 SOIL 12/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159339 TPD03 0.30 SOIL 12/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159340 TPD07 0.10 SOIL 12/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159341 TPD07 2.20 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159342 TPD08 0.50 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159343 TPD21 1.50 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159344 TPD22 3.80 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159345 TPD24 0.70 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159346 TPD24 1.90 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159347 TPD25 1.70 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159348 TPD26 1.00 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159349 TPD27 1.10 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159350 TPD28 0.90 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159351 TPD29 1.20 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159352 TPD30 0.70 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159353 TPD30 1.60 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159354 TPD31 1.00 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:677:1159355 TPD32 0.50 SOIL 10/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:678:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:678:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:681: Description 7 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:689:1163524 TPE75 E1 1.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:689:1163526 TPE73 E1 0.20 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:689:1163527 TPE73 E2 3.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:689:1163528 TPE66 E1 1.50 SOIL Chrysotile Small bundle of Chrysotile Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:689:1163530 TPE38 E1 2.00 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:690: Sample Type SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:691:1163524 TPE75 1.00 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:691:1163525 TPE75 3.00 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:691:1163526 TPE73 0.20 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:691:1163527 TPE73 3.50 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:691:1163528 TPE66 1.50 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:691:1163529 TPE66 2.50 SOIL 20/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:691:1163530 TPE38 2.00 SOIL 21/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:691:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:691:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:694: Description 7 Soil samples, 3 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:699:1163536 TPE54 E3 2.80-2.90 SOIL Chrysotile Small bundle of Chrysotile Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:699:1163537 TPE76 E1 1.50-1.60 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:699:1163538 TPD06 E1 0.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:699:1163539 TPD06 E2 1.50 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:699:1163541 TPD10 E2 2.00-2.30 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:699:1163542 TPD11 E1 0.50-0.90 SOIL NAD none Michael Kay
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:700: Sample Type SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:701:1163536 TPE54 2.80-2.90 SOIL 19/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:701:1163537 TPE76 1.50-1.60 SOIL 19/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:701:1163538 TPD06 0.50 SOIL 18/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:701:1163539 TPD06 1.50 SOIL 18/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:701:1163540 TPD04 0.40-0.50 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:701:1163541 TPD10 2.00-2.30 SOIL 11/04/17 GJ 250ml x2, GJ 60ml x2, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:701:1163542 TPD11 0.50-0.90 SOIL 13/04/17 GJ 250ml x2, GJ 60ml, PT 1L pH + Conductivity (7 days)
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:701:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:701:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:704: Description 2 Soil samples, 1 Leachate sample.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:712:1164624 TPD34 0.20-0.80 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:712:1164625 TPD23 0.90-1.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:713:1164624 TPD34 0.20-0.80 SOIL 05/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:713:1164625 TPD23 0.90-1.40 SOIL 05/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:713:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:713:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:716: Description 14 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165305 TPH04 1 0.90 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165307 TPH06 1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165308 TPH06 2 2.50-3.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165309 TPE27 1 0.20-0.50 SOIL Chrysotile Small bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165310 TPE36 2 2.70-3.70 SOIL Chrysotile Bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165311 TPE46 2 1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165312 TPE46 3 3.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165313 TPH05 1 0.40-1.10 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165314 TPH05 2 1.10-1.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165315 TPI30 1 1.00-1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165316 TPE26 1 1.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165317 TPE26 3 2.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:728:1165318 TPE55 3 3.80 SOIL Chrysotile Bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165305 TPH04 0.90 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165306 TPH04 2.40 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165307 TPH06 0.50 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165308 TPH06 2.50-3.00 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165309 TPE27 0.20-0.50 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165310 TPE36 2.70-3.70 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165311 TPE46 1.50 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165312 TPE46 3.40 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165313 TPH05 0.40-1.10 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165314 TPH05 1.10-1.80 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165315 TPI30 1.00-1.50 SOIL 26/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165316 TPE26 1.40 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165317 TPE26 2.80 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:1165318 TPE55 3.80 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:729:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:732: Description 14 Soil samples, 5 Leachate samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165305 TPH04 1 0.90 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165307 TPH06 1 0.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165308 TPH06 2 2.50-3.00 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165309 TPE27 1 0.20-0.50 SOIL Chrysotile Small bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165310 TPE36 2 2.70-3.70 SOIL Chrysotile Bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165311 TPE46 2 1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165312 TPE46 3 3.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165313 TPH05 1 0.40-1.10 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165314 TPH05 2 1.10-1.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165315 TPI30 1 1.00-1.50 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165316 TPE26 1 1.40 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165317 TPE26 3 2.80 SOIL NAD none Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:744:1165318 TPE55 3 3.80 SOIL Chrysotile Bundle of Chrysotile Steven Lambert
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:745: Sample Type SOIL SOIL SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165305 TPH04 0.90 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165306 TPH04 2.40 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165307 TPH06 0.50 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165308 TPH06 2.50-3.00 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165309 TPE27 0.20-0.50 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165310 TPE36 2.70-3.70 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165311 TPE46 1.50 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165312 TPE46 3.40 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165313 TPH05 0.40-1.10 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165314 TPH05 1.10-1.80 SOIL 25/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165315 TPI30 1.00-1.50 SOIL 26/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165316 TPE26 1.40 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165317 TPE26 2.80 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:1165318 TPE55 3.80 SOIL 24/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:746:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:749: Description 5 Soil samples.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:756:1166961 TPC11 E2 2.00-2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:756:1166962 TPC11 E3 2.00-2.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:756:1166963 TPC03 E1 0.00-0.40 SOIL Amosite Chrysotile bundle of Amosite+ Chrysotile fibres Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:756:1166964 TPE21 E1 0.10-0.40 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:756:1166965 TPE21 E4 4.00-4.50 SOIL NAD none Colin Patrick
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:757: Sample Type SOIL
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:758:1166961 TPC11 2.00-2.50 SOIL 27/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:758:1166962 TPC11 2.00-2.50 SOIL 27/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:758:1166963 TPC03 0.00-0.40 SOIL 27/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:758:1166964 TPE21 0.10-0.40 SOIL 28/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:758:1166965 TPE21 4.00-4.50 SOIL 28/04/17 GJ 250ml x2, GJ 60ml, PT 1L
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:758:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:758:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0878-ESM-Natural England.pdf:3:Best and most versatile agricultural land and soils
R-2021-0878-ESM-Natural England.pdf:3:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2021-0878-ESM-Natural England.pdf:3:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2021-0878-ESM-Natural England.pdf:3:developer uses an appropriately experienced soil specialist to advise on, and supervise soil handling,
R-2021-0878-ESM-Natural England.pdf:3:including identifying when soils are dry enough to be handled and how to make the best use of soils on
R-2021-0100-CD-COMPLIANCE OFFFICER REPORT.pdf:3:naphthalene and free cyanide in soil, and for groundwater a number of
R-2021-0100-CD-COMPLIANCE OFFFICER REPORT.pdf:3:of naphthalene measured in soil are still above the GAC and should not be
R-2021-0100-CD-COMPLIANCE OFFFICER REPORT.pdf:3:measured concentrations of free cyanide in soil and groundwater beneath the site is
R-2021-0100-CD-COMPLIANCE OFFFICER REPORT.pdf:3:construction workers to the underlying soils however they stated for surface water
R-2021-0100-CD-MGE04321 Cont Land.pdf:2: naphthalene and free cyanide in soil, and for groundwater a number of
R-2021-0100-CD-MGE04321 Cont Land.pdf:2: of naphthalene measured in soil are still above the GAC and should not be
R-2021-0100-CD-MGE04321 Cont Land.pdf:2: measured concentrations of free cyanide in soil and groundwater beneath the site is
R-2021-0100-CD-MGE04321 Cont Land.pdf:3:construction workers to the underlying soils however they stated for surface water
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:47: Description 5 Soil samples, 7 Leachate samples.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:59:1688424 ATK_TP_001 3 0.60 ATK_TP_001_0060 SOIL Amosite Small bundles of Amosite present Jordan Eadington
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:59:1688425 ATK_TP_003 3 1.00 ATK_TP_003_0100 SOIL NAD none Jordan Eadington
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:59:1688426 ATK_TP_007 6 0.90 ATK_TP_007_0090 SOIL NAD none Jordan Eadington
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:59:1688427 ATK_TP_009 3 0.50 ATK_TP_009_0050 SOIL NAD none Jordan Eadington
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:59:1688428 ATK_TP_011 3 0.90 ATK_TP_011_0090 SOIL NAD none Jordan Eadington
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:60:1688424 ATK_TP_001 0.60 SOIL 19/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:60:1688425 ATK_TP_003 1.00 SOIL 18/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:60:1688426 ATK_TP_007 0.90 SOIL 16/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:60:1688427 ATK_TP_009 0.50 SOIL 17/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:60:1688428 ATK_TP_011 0.90 SOIL 17/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:60:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:60:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:66: ANC is a measure of the buffering capacity of soils and
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:66: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67: BS1377:1990 – Soils for Civil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67: 1001 Preparation of potentially contaminated soils prior to
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67: This method outlines the procedure used to describe soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67: Content of Soil BS 1377:1990
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:68:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:68: soils and loose aggregates. HSE
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:68: Organic matter in soil is oxidised with potassium
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:68: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: The carbonate present in the soil reacts with a known
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: The chloride in the soil is dissolved in water and the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: 2006 of Soil & Chloride MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70:DETSC pH Value of Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: The electrical conductance of a soil suspension in water or
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: 2009 In some cases, the soil may need to be extracted with an WEF
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: Soil & Water
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: soil in saturated calcium sulphate.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: Dried, ground soil is transferred to a dry, tared measuring
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: 2019 Soil Density contents are then weighed and the density of the soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:71: sulphide in soils and similar matrices
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:71: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:71: Soils: 10mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:71: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:73: Formaldehyde in soil is extracted in water, with a water to
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:73: soil ratio of 10:1. The insoluble residue is removed by
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:73:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:73: Liquid samples and aqueous soil extracts are filtered
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:73:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:74: The sulphate and magnesium in the soil are extracted in an
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:74: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:74: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:74: Soil samples are treated with phosphoric acid to expel any
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:75: 2119 Ammonia in Soil MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:75: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:75: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:75: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:75: Soil: 0.2mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:75: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:76: Soils mg/kg:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:78: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:80: Metals in Soil by
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:80: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:80: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:80: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:81: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: Sulphur compounds in soil are extracted using aqua regia
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: 2320 Soil by ICP
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: content of Soil by 0.01%
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: Sulphur compounds in soil are extracted using aqua regia
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83: The mercury is extracted from soil in aqua regia with
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83: Mercury in Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83: Soils are air-dried and crushed before being subjected to a
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83:DETSC Extraction. Soil: 100µg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83: Soils, waters and aqueous samples are tested on an as-
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:84: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:84: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:84: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:84: Matter in Soil The Determination of Material
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Soils are extracted in dichloromethane (DCM) by
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: National Grid Property Holdings Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Section 3.12 Soil Analysis: Elemental Water:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Waters and aqueous extracts of soils are extracted using
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Soil mg/kg:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: are extracted from soil and water using n-Hexane. The
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Soils and associated materials are extracted in
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Soils are extracted into hexane: acetone by shaking. The
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:86: The PAHs in the soil sample are extracted into hexane:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:86: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:86: Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:86: 10 mg/kg Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:86: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87:DETSC USEPA Method 8015B – Non- Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87: BTEX, MTBE and PRO in soils are determined via
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87:DETSC PRO in Soils by MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87: An as-received soil sample is extracted in Hexane:Acetone
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:89: The SVOCs in the soil sample are extracted into DCM:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:89: Soils by GCMS the appropriate internal standard mass peak area.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:90: 5008 Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:93: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:6:Figure 4 Distribution of Free Cyanide in Soil (mg/kg)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:6:Figure 5 Distribution of Naphthalene in Soil (mg/kg)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:7: Previous Known Third Party Enviros 2004*. Soil and Groundwater Baseline Characterisation Study, Teesside
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:10:have included trial pitting, borehole drilling, soil and groundwater monitoring and analytical testing (Enviros
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:10:engineering operations associated with ground preparation and temporary storage of soils and its final use in
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:10:in soil and groundwater to the identified human health and controlled waters receptors.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:that based on the concentrations of CoC measured in soil, further consideration would need to be given to the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12: Vapour inhalation of indoor and outdoor air from volatile contaminants in soils
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12: Dermal contact/ingestion of soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:Concentrations of CoC measured in soil were compared to the relevant Generic Assessment Criteria (GAC)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:shallow soils.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12: present following competition of further assessment, including NAPL containing soils
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:13:excavation and disposal were suggested to address NAPL impacted materials and soil which poses a risk to
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:13:Concentrations of CoC measured in soil leachate and groundwater were identified in excess of DWS and EQS
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:20:passes through the site. On this basis, concentrations of CoC measured in soil and groundwater do not appear
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:vapour pathways in relation to both soil and groundwater sampled from the site is required due to the potential
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:Naphthalene has been measured in soil at concentrations greater than the GAC (Arcadis 2020a), and like
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:The distribution of free cyanide measured in soil sampled from the site (inclusive of Enviros 2008, Shadbolt
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:free cyanide were identified above the MDL in 24 of 117 soil samples collected from the site. Free cyanide
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:was detected in soil sampled between ground level and 3.6 m bgl with the majority measured between 0.8 and
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:(Enviros 2008, Shadbolt 2011 and Arcadis 2020a) was identified in soil sampled from TP04 at 0.1 m bgl in the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:16.2 mg/kg. Concentrations of free cyanide above MDL were generally measured in soil sampled from the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:The distribution of naphthalene measured in soil sampled from the site (inclusive of Enviros 2008, Shadbolt
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:Concentrations of naphthalene measured in soils in the south-west of the site were generally highest with the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:exception of soil sampled from TP114 which is located in the north of the site and recorded the highest
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:Of 117 soil samples collected in Arcadis 2020a, concentrations of naphthalene were measured above the GAC
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:in two soil samples. The highest concentration of naphthalene (37,000 mg/kg) was measured in soil sampled
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:22:Where concentrations of naphthalene were measured over 100 mg/kg in soil samples collected (Arcadis
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:22:2020a), the soils were generally observed to have a sheen or impacted with NAPL or tar.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:22:Under the remediation strategy (Arcadis 2020b), soils encountered in both TP114 and TP182 would be subject
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:22:under duty of care’. As such it is anticipated that these soils would be removed/treated, removing the source
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:23:active: the potential risk of concentrations of free cyanide in measured soil and groundwater to future
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:23: Partitioning of soil and groundwater impacts into soil gas and vertical migration (upwards) towards
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:23: Inhalation of indoor air impacted by a soil or groundwater source; and,
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:23: Inhalation of outdoor air impacted by a soil or groundwater source.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:25:free cyanide measured in soil and groundwater potentially pose a risk to future commercial workers at the site
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:25:assessment criteria for use in screening both soil and groundwater at the site.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:25:Following literature review, modelling of the risk to human health from both soil and groundwater was
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:25:The maximum measured concentrations of free cyanide in soil and groundwater during previous phases of
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:25:criteria derived as part of this report in Table 2, presented in Appendix B. Concentrations of free cyanide in soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:25:cyanide in soil and groundwater beneath the site is not significant.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:Further review of the concentrations of naphthalene measured in soil above the GAC in Arcadis 2020a,
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:these soils would be removed/treated, removing the source and reducing the concentrations of naphthalene
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:direct contact and vapour pathways. The concentrations of free cyanide measured in soil and groundwater at
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:33: Naphthalene in Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:33:Prairie_Naphthalene in Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:34: Naphthalene in Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:34:Prairie_Naphthalene in Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:38: analyses of soil, ground water, surface water, air or hazardous
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:40: quantification of levels and calculation of SSAC for CoC present in soils beneath a site. The
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:40: including soil gas, but not from groundwater. The model is deterministic.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:40: SNIFFER Soil” (SNIFFER, 2003). Since the Environment Agency of England and Wales released the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:40: rather than calculating a dose and comparing to a tolerable daily soil intake for inhalation
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:40:Assessment of Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:40:For the purpose of deriving a GAC for soil for free cyanide, the CLEA (v1.07) model has been used in conjunction
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:40:Koc value, and as such, RBCA has been selected to assess the vapour pathways in relation to soil.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41:While CLEA has the functionality to assess the risk to human health from soil, it does not consider the risk to
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41:determine the contaminant level which is acceptable beneath the site in soils and /or groundwater.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41:is consistent with the derivation of Soil Guideline Values, and is additionally consistent with the building type
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41:adopted as screening criteria for this site – Arcadis 2020a). The soil characteristics have been adopted from
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41: Inhalation of indoor air impacted by a soil or groundwater source*; and,
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41: Inhalation of outdoor air impacted by a soil or groundwater source*.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42: Inhalation of indoor dust impacted by a soil source*;
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42: Inhalation of outdoor dust impacted by a soil source*;
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42: Direct contact exposure with soils*
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42:The soil and groundwater SSAC defined for the protection of human health are presented in the Appendix B
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42:The maximum measured concentrations of CoC in soil and groundwater during previous phases of work (Enviros
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42:presented in Appendix B.4. Concentrations of free cyanide in soil and groundwater not measured in excess of
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42:cyanide in soil and groundwater beneath the site is not significant.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:43:Environment Agency, 2009a. Human health toxicological assessment of contaminants in soil. Science Report –
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:44:Table 2 Comparison of Maximum Concentration of Free Cyanide in Soil and Groundwater with GAC
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:45: Human Health GAC for Soil Human Health GAC for Groundwater
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: Soil Parameters - Unsaturated Zone
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: Distance to ground surface / building foundation from soil source
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: Soil Parameters - Source
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: Residual soil water content (cm3/cm3) 0.12
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: S4UL and the derivation of Soil Guideline Values
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:48:Exposure Frequency for Soil and Dust Ingestion events/year 230
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:49: Soil - Water Diffusion
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:50: Ratio of ADE to relevant Health Criteria Value Soil Assessment Criteria SAC Flag
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:51: direct soil dermal contact dermal contact inhalation of dust inhalation of dust inhalation of inhalation of vapour oral inhalation
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:52:SUBSURFACE SOIL (1 - 3.6 m) Target Hazard Quotient 1.0E+0 Groundwater DAF Option:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:52: Soil Leaching to Groundwater Soil Leaching to Groundwater/ Soil Vol. to
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:52: o o n o Soil Volatilization to Outdoor Air Applicable SSTL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf:50: Description 120 Soil samples, 24 Leachate samples, 42 Water samples.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Soil ……………………………………………………………………………………………………………………………………… 7
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Human Health Soil Risk Assessment …………………………………………………………………………………..11
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Asbestos in Soil ……………………………………………………………………………………………………………….. 11
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:7: Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:Additional soil sampling has been undertaken by AEG on behalf of Atkins in the western area of the site. The
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:results of the soil sampling in full are presented in AEG 2020 and briefly discussed in Section 3.1.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12: Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:No non-aqueous phase liquid (NAPL) was identified on soil in the twelve additional trial pits progressed.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:Asbestos was identified in one soil sample (ATK_TP_001_0060) of the 12No. additional samples analysed
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:measured in 3 of the 5 soil samples and analysed. The measured concentrations were in line with Arcadis
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16: Human Health Soil Risk Assessment
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:Contaminant concentrations in the additional soil samples have been compared with the soil assessment
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:Of the additional soil samples collected concentrations of arsenic were identified above the applicable GAC.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:below the method detection limit (MDL) in all additional soil samples.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:sulphate and sulphur can be present naturally in soil. Their typically low toxicity is likely to mean these
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:for free cyanide for a conservative estimate of risk. Total cyanide measured in soil sampled from
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:consideration. Free cyanide has been identified above the MDL in two of the additional soil samples collected
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16: Asbestos in Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:A total of 5No. additional soils samples were screened by polarised light microscopy in accordance with
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:2020a. Asbestos in shallow soils in areas without buildings or hardstanding has the potential to become
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:Comparison of concentrations of CoC measured in the additional soil samples collected as part of the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:press, will further assess the risk to human health from concentrations of free cyanide measured in soil from
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37: Methods of Test for Soils for Civil Engineering Purposes
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:Representative samples of soil, water and rock were obtained from the exploratory holes and were taken to
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:44:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45: symbols for soil and rock.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:48:Main Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:49:ES Environmental soil sample.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:49:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:51: Soils
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:51:Note: Composite soil types will be
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:598: Description 119 Soil samples, 24 Leachate samples, 15 Water samples.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663605 PRAIRIE_AUK_TP132_SO_0130 4 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663606 PRAIRIE_AUK_TP131_SO_0180 5 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663734 PRAIRIE_AUK_TP101_SO_0100 5 SOIL Chrysotile Chrysotile present as fibre bundles Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663735 PRAIRIE_AUK_TP101_SO_0220 9 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663736 PRAIRIE_AUK_TP104_SO_0150 5 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663737 PRAIRIE_AUK_TP105_SO_0250 11 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663978 PRAIRIE_AUK_BH104_SO_0550 1 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665133 PRAIRIE_AUK_TP172_SO_0080 3 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665134 PRAIRIE_AUK_TP175_SO_0080 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665135 PRAIRIE_AUK_TP175_SO_0180 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665136 PRAIRIE_AUK_TP178_SO_0080 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665137 PRAIRIE_AUK_BH106_SO_0550 1 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665138 PRAIRIE_AUK_TP107_SO_0180 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665139 PRAIRIE_AUK_TP107_SO_0080 11 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665140 PRAIRIE_AUK_TP108_SO_0100 5 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665141 PRAIRIE_AUK_TP108_SO_0200 8 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665142 PRAIRIE_AUK_TP113_SO_0130 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665286 PRAIRIE_AUK_BH103_SO_0250 1 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665288 PRAIRIE_AUK_TP115_SO_0190 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665290 PRAIRIE_AUK_TP122_SO_0100 3 SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665291 PRAIRIE_AUK_TP123_SO_0060 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665292 PRAIRIE_AUK_TP185_SO_0430 5 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665293 PRAIRIE_AUK_TP186_SO_0050 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665295 PRAIRIE_AUK_TP188_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665450 PRARIE_AUK_TP121_SO_0150 4 SOIL NAD none D Wilkinson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665451 PRARIE_AUK_TP138_SO_0120 3 SOIL Chrysotile Chrysotile present in microscopic D Wilkinson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665452 PRARIE_AUK_TP149_SO_0130 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665453 PRARIE_AUK_TP168_SO_0005 1 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665454 PRARIE_AUK_TP173_SO_0090 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665455 PRARIE_AUK_SURFACE1_SO_0000 SOIL NAD none D Wilkinson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665588 PRAIRIE_AUK_TP114_SO_0090 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665589 PRAIRIE_AUK_TP124_SO_0150 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665590 PRAIRIE_AUK_TP174_SO_0080 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665591 PRAIRIE_AUK_TP174_SO_0160 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665592 PRAIRIE_AUK_TP176_SO_0090 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665593 PRAIRIE_AUK_TP177_SO_0060 2 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665594 PRAIRIE_AUK_TP189_SO_0300 7 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665610 PRAIRIE_AUK_TP179_SO_0140 4 SOIL U/S U/S U/S
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665611 PRAIRIE_AUK_TP179_SO_0200 7 SOIL NAD none D Wilkinson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665612 PRAIRIE_AUK_TP181_SO_0060 3 SOIL NAD none D Wilkinson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665613 PRAIRIE_AUK_TP182_SO_0090 3 SOIL U/S U/S U/S
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665990 PRAIRIE_AUK_TP145_SO_0160 4 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665991 PRAIRIE_AUK_TP146C_SO_0130 5 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665992 PRAIRIE_AUK_TP156A_SO_0030 2 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665993 PRAIRIE_AUK_TP162_SO_0170 3A SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665994 PRAIRIE_AUK_TP180_SO_0030 3 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665995 PRAIRIE_AUK_TP163_SO_0120 3 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666343 PRAIRIE_AUK_TP135_SO_0130 5 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666344 PRAIRIE_AUK_TP136_SO_0080 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666345 PRAIRIE_AUK_TP136_SO_0290 10 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666346 PRAIRIE_AUK_TP165_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666347 PRAIRIE_AUK_TP167_SO_0250 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666348 PRAIRIE_AUK_TP169_SO_0150 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666610 PRAIRIE_AUK_BH108_SO_0250 1 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666611 PRAIRIE_AUK_TP139B_SO_0030 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666612 PRAIRIE_AUK_TP139B_SO_0330 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666613 PRAIRIE_AUK_TP148A_SO_0140 5 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666614 PRAIRIE_AUK_TP150_SO_0150 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666615 PRAIRIE_AUK_TP159_SO_0060 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666616 PRAIRIE_AUK_TP190A_SO_0110 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667231 PRAIRIE_AUK_BH105_SO_0300 1 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667232 PRAIRIE_AUK_TP126_SO_0260 5 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667233 PRAIRIE_AUK_TP128_SO_0090 3 SOIL Chrysotile small bundles of Chrysotile present Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667234 PRAIRIE_AUK_TP129_SO_0210 4A SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667235 PRAIRIE_AUK_TP130_SO_0100 4A SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667236 PRAIRIE_AUK_TP147_SO_0150 4 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667237 PRAIRIE_AUK_TP158_SO_0130 3 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667238 PRAIRIE_AUK_TP157_SO_0080 2 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667501 PRAIRIE_AUK_TP120A_SO_0100 3 SOIL Chrysotile Chrysotile bundles present Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667502 PRAIRIE_AUK_TP134_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667503 PRAIRIE_AUK_TP134_SO_0200 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667504 PRAIRIE_AUK_TP161_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667505 PRAIRIE_AUK_TP166_SO_0045 3 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667506 PRAIRIE_AUK_TP166_SO_0120 8 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667507 PRAIRIE_AUK_TP171_SO_0075 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667508 PRAIRIE_AUK_TP187_SO_0070 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1668118 PRAIRIE_AUK_BH110_SO_0300 1 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1668119 PRAIRIE_AUK_TP102_SO_0100 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668120 PRAIRIE_AUK_TP102_SO_0300 11 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668121 PRAIRIE_AUK_TP103_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668122 PRAIRIE_AUK_TP109_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668123 PRAIRIE_AUK_TP110_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668124 PRAIRIE_AUK_TP110_SO_0200 7 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668125 PRAIRIE_AUK_TP111_SO_0150 4 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668126 PRAIRIE_AUK_TP112_SO_0150 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668127 PRAIRIE_AUK_TP119_SO_0150 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668128 PRAIRIE_AUK_TP119_SO_0250 7 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668129 PRAIRIE_AUK_TP133_SO_0050 2 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668130 PRAIRIE_AUK_TP152_SO_0200 6 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668131 PRAIRIE_AUK_TP153_SO_0110 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668132 PRAIRIE_AUK_TP154_SO_0085 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668133 PRAIRIE_AUK_TP155_SO_0070 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668134 PRAIRIE_AUK_TP160_SO_0075 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668135 PRAIRIE_AUK_TP170_SO_0100 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668557 PRAIRIE_AUK_TP164_SO_0070 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668558 PRAIRIE_AUK_TP164_SO_0130 5 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668559 PRAIRIE_AUK_TP184_SO_0030 2 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668560 PRAIRIE_AUK_TP106_SO_0100 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668561 PRAIRIE_AUK_TP116_SO_0130 3 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668562 PRAIRIE_AUK_TP117_SO_0300 8 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668563 PRAIRIE_AUK_TP118_SO_0120 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668564 PRAIRIE_AUK_TP127_SO_0030 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668565 PRAIRIE_AUK_TP127A_SO_0280 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668566 PRAIRIE_AUK_TP140_SO_0100 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668567 PRAIRIE_AUK_TP141_SO_0200 4 SOIL U/S U/S U/S
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668568 PRAIRIE_AUK_TP142_SO_0090 3 SOIL U/S U/S U/S
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668569 PRAIRIE_AUK_TP142_SO_0150 4 SOIL U/S U/S U/S
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668570 PRAIRIE_AUK_TP143_SO_0080 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668571 PRAIRIE_AUK_TP143_SO_0160 6 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668572 PRAIRIE_AUK_TP151_SO_0120 5 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668657 PRAIRIE_AUK_TP139_SO_0110 4 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668869 PRAIRIE_AUK_TP144_SO_0080 3 SOIL Chrysotile Bundles of Chrysotile fibres Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1669251 PRAIRIE_AUK_TP112_SO_0210 7 SOIL NAD none Lee Kerridge
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1670142 PRAIRIE_AUK_TP194A_SO_0140 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1670143 PRAIRIE_AUK_TP196A_SO_0140 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1670144 PRAIRIE_AUK_TP201_SO_0360 1 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1670502 PRAIRIE_AUK_TP193_SO_0080 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1675450 PRAIRIE_AUK_BH101_SO_0300 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1675451 PRAIRIE_AUK_BH107_SO_0300 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1263: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1264: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1265: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1266: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1267: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1268: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1269: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1270: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1271: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1272: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1273: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1274: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1275: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1276: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1277: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1278: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1279: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1280: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1281: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1282: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1283: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1284: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1285: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1286: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1287: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1288: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1289: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1290: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1291: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1292: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1293: Sample Type SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 130 1.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 180 1.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 220 2.20 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 150 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 250 2.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 550 5.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 180 1.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 550 5.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 180 1.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 200 2.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 130 1.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 250 2.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 190 1.90 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 060 0.60 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 430 4.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 050 0.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 50 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 20 1.20 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 30 1.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 05 0.05 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 90 0.90 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: O_0000 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 090 0.90 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 150 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 160 1.60 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 090 0.90 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 060 0.60 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 300 3.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 140 1.40 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 200 2.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 060 0.60 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 090 0.90 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 160 1.60 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0130 1.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0030 0.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 170 1.70 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 030 0.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 120 1.20 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 130 1.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 290 2.90 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 250 2.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 150 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 250 2.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0030 0.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0330 3.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0140 1.40 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 150 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 060 0.60 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1297: 0110 1.10 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 300 3.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 260 2.60 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 090 0.90 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 210 2.10 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 150 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 130 1.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 0100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 200 2.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 045 0.45 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 120 1.20 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 075 0.75 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 070 0.70 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 300 3.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 300 3.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 200 2.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 150 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1299: 150 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 150 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 250 2.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 050 0.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 200 2.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 110 1.10 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 085 0.85 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 070 0.70 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 075 0.75 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 070 0.70 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 130 1.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 030 0.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 130 1.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 300 3.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 120 1.20 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 030 0.30 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 0280 2.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 100 1.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 200 2.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 090 0.90 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 150 1.50 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1301: 160 1.60 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 120 1.20 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 110 1.10 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 210 2.10 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 0140 1.40 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 0140 1.40 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 360 3.60 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 080 0.80 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1303: 300 3.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1303: 300 3.00 SOIL
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1304:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1304:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1348: ANC is a measure of the buffering capacity of soils and
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1348: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: BS1377:1990 – Soils for Civil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: 1001 Preparation of potentially contaminated soils prior to
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: This method outlines the procedure used to describe soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: Content of Soil BS 1377:1990
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350: soils and loose aggregates. HSE
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350: Organic matter in soil is oxidised with potassium
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: The carbonate present in the soil reacts with a known
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: The chloride in the soil is dissolved in water and the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: 2006 of Soil & Chloride MCERTS(Soils)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352:DETSC pH Value of Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: The electrical conductance of a soil suspension in water or
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: 2009 In some cases, the soil may need to be extracted with an WEF
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: Soil & Water
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: soil in saturated calcium sulphate.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: Dried, ground soil is transferred to a dry, tared measuring
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: 2019 Soil Density contents are then weighed and the density of the soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: sulphide in soils and similar matrices
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: Soils: 10mg/kg
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355: Formaldehyde in soil is extracted in water, with a water to
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355: soil ratio of 10:1. The insoluble residue is removed by
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355: Liquid samples and aqueous soil extracts are filtered
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: The sulphate and magnesium in the soil are extracted in an
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: Soil samples are treated with phosphoric acid to expel any
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: 2119 Ammonia in Soil MCERTS(Soils)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: Soil: 0.2mg/kg
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1358: Soils mg/kg:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1360: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1362: Metals in Soil by
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1362: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1362: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1362: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1363: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: Sulphur compounds in soil are extracted using aqua regia
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: 2320 Soil by ICP
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: content of Soil by 0.01%
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: Sulphur compounds in soil are extracted using aqua regia
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: The mercury is extracted from soil in aqua regia with
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: Mercury in Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: Soils are air-dried and crushed before being subjected to a
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365:DETSC Extraction. Soil: 100µg/kg
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: Soils, waters and aqueous samples are tested on an as-
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Matter in Soil The Determination of Material
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soils are extracted in dichloromethane (DCM) by
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: National Grid Property Holdings Soil:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Section 3.12 Soil Analysis: Elemental Water:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Waters and aqueous extracts of soils are extracted using
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soil mg/kg:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: are extracted from soil and water using n-Hexane. The
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soils and associated materials are extracted in
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soils are extracted into hexane: acetone by shaking. The
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: The PAHs in the soil sample are extracted into hexane:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: Soil:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: 10 mg/kg Soil:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369:DETSC USEPA Method 8015B – Non- Soil:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369: BTEX, MTBE and PRO in soils are determined via
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369:DETSC PRO in Soils by MCERTS(Soils)
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369: An as-received soil sample is extracted in Hexane:Acetone
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1371: The SVOCs in the soil sample are extracted into DCM:
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1371: Soils by GCMS the appropriate internal standard mass peak area.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1372: 5008 Soil
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1375: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:7: Methods of Test for Soils for Civil Engineering Purposes
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:7: BS EN ISO 14688-1:2018 & 14688-2:2018 Identification and Classification of Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:7:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:7:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:9:Representative samples of soil and road core were obtained from the exploratory holes and were taken to the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:14:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:15:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:15:Legend A graphical representation of the materials encountered using BS 5930:2015 recommended symbols for soil and rock.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:15:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:15:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:2015
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:18:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS5930:2015.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:19:ES Environmental soil sample.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:19:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:21: Soils
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:21:Note: Composite soil types will be
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1663605 PRAIRIE_AUK_TP132 4 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1663606 PRAIRIE_AUK_TP131 5 1.80 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1663734 PRAIRIE_AUK_TP101 5 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1663735 PRAIRIE_AUK_TP101 9 2.20 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1663736 PRAIRIE_AUK_TP104 5 1.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1663737 PRAIRIE_AUK_TP105 11 2.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1663978 PRAIRIE_AUK_BH104 1 5.50 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665133 PRAIRIE_AUK_TP172 3 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665134 PRAIRIE_AUK_TP175 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665135 PRAIRIE_AUK_TP175 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665136 PRAIRIE_AUK_TP178 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665137 PRAIRIE_AUK_BH106 1 5.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665138 PRAIRIE_AUK_TP107 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665139 PRAIRIE_AUK_TP107 11 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665140 PRAIRIE_AUK_TP108 5 1.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665141 PRAIRIE_AUK_TP108 8 2.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665142 PRAIRIE_AUK_TP113 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665286 PRAIRIE_AUK_BH103 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665288 PRAIRIE_AUK_TP115 6 1.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665290 PRAIRIE_AUK_TP122 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665291 PRAIRIE_AUK_TP123 3 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665292 PRAIRIE_AUK_TP185 5 4.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665293 PRAIRIE_AUK_TP186 3 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665295 PRAIRIE_AUK_TP188 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665450 PRAIRIE_AUK_TP121 4 1.50 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665451 PRAIRIE_AUK_TP138 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic D Wilkinson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:22:1665452 PRAIRIE_AUK_TP149 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665453 PRAIRIE_AUK_TP168 1 0.05 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665454 PRAIRIE_AUK_TP173 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665455 PRAIRIE_AUK_SURFACE1 1 PRAIRIE_AUK_S SOIL NAD none D Wilkinson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665588 PRAIRIE_AUK_TP114 6 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665589 PRAIRIE_AUK_TP124 5 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665590 PRAIRIE_AUK_TP174 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665591 PRAIRIE_AUK_TP174 6 1.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665592 PRAIRIE_AUK_TP176 3 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665593 PRAIRIE_AUK_TP177 2 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665594 PRAIRIE_AUK_TP189 7 3.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665610 PRAIRIE_AUK_TP179 4 1.40 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665611 PRAIRIE_AUK_TP179 7 2.00 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665612 PRAIRIE_AUK_TP181 3 0.60 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665613 PRAIRIE_AUK_TP182 3 0.90 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665990 PRAIRIE_AUK_TP145 4 1.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665991 PRAIRIE_AUK_TP146C 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665992 PRAIRIE_AUK_TP156A 2 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665993 PRAIRIE_AUK_TP162 3A 1.70 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665994 PRAIRIE_AUK_TP180 3 0.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1665995 PRAIRIE_AUK_TP163 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1666343 PRAIRIE_AUK_TP135 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1666344 PRAIRIE_AUK_TP136 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1666345 PRAIRIE_AUK_TP136 10 2.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1666346 PRAIRIE_AUK_TP165 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1666347 PRAIRIE_AUK_TP167 6 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1666348 PRAIRIE_AUK_TP169 3 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:23:1666610 PRAIRIE_AUK_BH108 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1666611 PRAIRIE_AUK_TP139B 3 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1666612 PRAIRIE_AUK_TP139B 6 3.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1666613 PRAIRIE_AUK_TP148A 5 1.40 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1666614 PRAIRIE_AUK_TP150 3 1.50 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1666615 PRAIRIE_AUK_TP159 3 0.60 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1666616 PRAIRIE_AUK_TP190A 3 1.10 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667231 PRAIRIE_AUK_BH105 1 3.00 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667232 PRAIRIE_AUK_TP126 5 2.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667233 PRAIRIE_AUK_TP128 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile small bundles of Chrysotile Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667234 PRAIRIE_AUK_TP129 4A 2.10 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667235 PRAIRIE_AUK_TP130 4A 1.00 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667236 PRAIRIE_AUK_TP147 4 1.50 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667237 PRAIRIE_AUK_TP158 3 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667238 PRAIRIE_AUK_TP157 2 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667501 PRAIRIE_AUK_TP120A 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile bundles present Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667502 PRAIRIE_AUK_TP134 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667503 PRAIRIE_AUK_TP134 6 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667504 PRAIRIE_AUK_TP161 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667505 PRAIRIE_AUK_TP166 3 0.45 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667506 PRAIRIE_AUK_TP166 8 1.20 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667507 PRAIRIE_AUK_TP171 3 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1667508 PRAIRIE_AUK_TP187 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1668118 PRAIRIE_AUK_BH110 1 3.00 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1668119 PRAIRIE_AUK_TP102 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1668120 PRAIRIE_AUK_TP102 11 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:24:1668121 PRAIRIE_AUK_TP103 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668122 PRAIRIE_AUK_TP109 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668123 PRAIRIE_AUK_TP110 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668124 PRAIRIE_AUK_TP110 7 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668125 PRAIRIE_AUK_TP111 4 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668126 PRAIRIE_AUK_TP112 4 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668127 PRAIRIE_AUK_TP119 3 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668128 PRAIRIE_AUK_TP119 7 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668129 PRAIRIE_AUK_TP133 2 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668130 PRAIRIE_AUK_TP152 6 2.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668131 PRAIRIE_AUK_TP153 4 1.10 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668132 PRAIRIE_AUK_TP154 3 0.85 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668133 PRAIRIE_AUK_TP155 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668134 PRAIRIE_AUK_TP160 4 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668135 PRAIRIE_AUK_TP170 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668557 PRAIRIE_AUK_TP164 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668558 PRAIRIE_AUK_TP164 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668559 PRAIRIE_AUK_TP184 2 0.30 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668560 PRAIRIE_AUK_TP106 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668561 PRAIRIE_AUK_TP116 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668562 PRAIRIE_AUK_TP117 8 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668563 PRAIRIE_AUK_TP118 3 1.20 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668564 PRAIRIE_AUK_TP127 3 0.30 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668565 PRAIRIE_AUK_TP127A 3 2.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668566 PRAIRIE_AUK_TP140 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668567 PRAIRIE_AUK_TP141 4 2.00 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668568 PRAIRIE_AUK_TP142 3 0.90 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:25:1668569 PRAIRIE_AUK_TP142 4 1.50 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1668570 PRAIRIE_AUK_TP143 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1668571 PRAIRIE_AUK_TP143 6 1.60 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1668572 PRAIRIE_AUK_TP151 5 1.20 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1668657 PRAIRIE_AUK_TP139 4 1.10 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1668869 PRAIRIE_AUK_TP144 3 0.80 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1669251 PRAIRIE_AUK_TP112 7 2.10 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1670142 PRAIRIE_AUK_TP194A 1 1.40 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1670143 PRAIRIE_AUK_TP196A 1 1.40 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1670144 PRAIRIE_AUK_TP201 1 3.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1670502 PRAIRIE_AUK_TP193 1 0.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1675450 PRAIRIE_AUK_BH101 1 3.00 PRAIRIE_AUK_B SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1675451 PRAIRIE_AUK_BH107 1 3.00 PRAIRIE_AUK_B SOIL NAD none Keith Wilson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:26:1700277 PRAIRIE_AUK_SW4 1 0.00 PRAIRIE_AUK_S SOIL NAD none D Wilkinson
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:27: Sample Type SOIL SOIL SOIL SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:28: Sample Type SOIL SOIL SOIL SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:29: Sample Type SOIL SOIL SOIL SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:30: Sample Type SOIL SOIL SOIL SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:31: Sample Type SOIL SOIL SOIL SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:32: Sample Type SOIL SOIL SOIL SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:33: Sample Type SOIL SOIL SOIL SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:34: Sample Type SOIL SOIL SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL
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R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: 0.00 SOIL
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R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:39: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:39: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:39: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:39: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:39: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:41: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:41: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:43: SOIL
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:43:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:43:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:49: ANC is a measure of the buffering capacity of soils and
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:49: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50: BS1377:1990 – Soils for Civil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50: 1001 Preparation of potentially contaminated soils prior to
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50: This method outlines the procedure used to describe soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50: Content of Soil BS 1377:1990
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:51:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:51: soils and loose aggregates. HSE
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:51: Organic matter in soil is oxidised with potassium
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:51: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: The carbonate present in the soil reacts with a known
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: The chloride in the soil is dissolved in water and the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: 2006 of Soil & Chloride MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53:DETSC pH Value of Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: The electrical conductance of a soil suspension in water or
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: 2009 In some cases, the soil may need to be extracted with an WEF
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: Soil & Water
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: soil in saturated calcium sulphate.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: Dried, ground soil is transferred to a dry, tared measuring
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: 2019 Soil Density contents are then weighed and the density of the soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:54: sulphide in soils and similar matrices
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:54: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:54: Soils: 10mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:54: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:56: Formaldehyde in soil is extracted in water, with a water to
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:56: soil ratio of 10:1. The insoluble residue is removed by
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:56:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:56: Liquid samples and aqueous soil extracts are filtered
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:56:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:57: The sulphate and magnesium in the soil are extracted in an
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:57: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:57: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:57: Soil samples are treated with phosphoric acid to expel any
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:58: 2119 Ammonia in Soil MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:58: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:58: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:58: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:58: Soil: 0.2mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:58: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:59: Soils mg/kg:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:61: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:63: Metals in Soil by
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:63: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:63: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:63: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:64: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: Sulphur compounds in soil are extracted using aqua regia
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: 2320 Soil by ICP
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: content of Soil by 0.01%
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: Sulphur compounds in soil are extracted using aqua regia
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66: The mercury is extracted from soil in aqua regia with
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66: Mercury in Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66: Soils are air-dried and crushed before being subjected to a
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66:DETSC Extraction. Soil: 100µg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66: Soils, waters and aqueous samples are tested on an as-
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:67: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:67: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:67: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:67: Matter in Soil The Determination of Material
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Soils are extracted in dichloromethane (DCM) by
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: National Grid Property Holdings Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Section 3.12 Soil Analysis: Elemental Water:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Waters and aqueous extracts of soils are extracted using
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Soil mg/kg:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: are extracted from soil and water using n-Hexane. The
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Soils and associated materials are extracted in
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Soils are extracted into hexane: acetone by shaking. The
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:69: The PAHs in the soil sample are extracted into hexane:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:69: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:69: Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:69: 10 mg/kg Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:69: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70:DETSC USEPA Method 8015B – Non- Soil:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70: BTEX, MTBE and PRO in soils are determined via
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70:DETSC PRO in Soils by MCERTS(Soils)
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70: An as-received soil sample is extracted in Hexane:Acetone
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:72: The SVOCs in the soil sample are extracted into DCM:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:72: Soils by GCMS the appropriate internal standard mass peak area.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:73: 5008 Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:76: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:7: Methods of Test for Soils for Civil Engineering Purposes
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:7: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:7:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:7:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:Representative samples of soil, water and rock were obtained from the exploratory holes and were taken to
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:one soil sample was taken from locations across the site. These are shown on the Exploratory Hole Location
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:14:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:15:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:15: symbols for soil and rock.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:15:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:15:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:18:Main Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:19:ES Environmental soil sample.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:19:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:21: Soils
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:21:Note: Composite soil types will be
R-2021-0100-CD-Phase II ESA.pdf:5: Selection of Soil GAC ………………………………………………………………………………………………………..31
R-2021-0100-CD-Phase II ESA.pdf:5: Soil Risk Assessment ………………………………………………………………………………………………………..32
R-2021-0100-CD-Phase II ESA.pdf:5: Asbestos in Soil ………………………………………………………………………………………………………………..34
R-2021-0100-CD-Phase II ESA.pdf:5: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….34
R-2021-0100-CD-Phase II ESA.pdf:5: Soil Leachate ……………………………………………………………………………………………………………………38
R-2021-0100-CD-Phase II ESA.pdf:6:GQRA – Summary of Soil Screen
R-2021-0100-CD-Phase II ESA.pdf:6:GQRA – Summary of Soil Leachate Screen
R-2021-0100-CD-Phase II ESA.pdf:9: Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for
R-2021-0100-CD-Phase II ESA.pdf:9: Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2021-0100-CD-Phase II ESA.pdf:18: constituent although often still present within the soil matrix.
R-2021-0100-CD-Phase II ESA.pdf:29:With the exception of hexavalent chromium, the metals analysed were detected in the majority of the soil
R-2021-0100-CD-Phase II ESA.pdf:29:higher in slag dominant made ground. Soil samples ranged from alkaline 9.7 (slag dominant Made Ground) to
R-2021-0100-CD-Phase II ESA.pdf:29:and lower than the corresponding soil samples.
R-2021-0100-CD-Phase II ESA.pdf:30:Concentrations of TPH were detected above the MDL in approximately half of soil samples. The following
R-2021-0100-CD-Phase II ESA.pdf:32:Low levels of VOC, SVOC, and PCBs were measured infrequently in soil samples.
R-2021-0100-CD-Phase II ESA.pdf:33: Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both
R-2021-0100-CD-Phase II ESA.pdf:33: During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2021-0100-CD-Phase II ESA.pdf:33: relation to soil would be considered active. Given the likely depth to groundwater (approximately 2 to 3m
R-2021-0100-CD-Phase II ESA.pdf:33: Direct contact pathways with soils could be active throughout a potential redevelopment; typical mitigation
R-2021-0100-CD-Phase II ESA.pdf:33: Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered
R-2021-0100-CD-Phase II ESA.pdf:37:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the
R-2021-0100-CD-Phase II ESA.pdf:37: Selection of Soil GAC
R-2021-0100-CD-Phase II ESA.pdf:37: A. Vapour inhalation of indoor and outdoor air from volatile contamination in soils, (potential CoC
R-2021-0100-CD-Phase II ESA.pdf:37: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic
R-2021-0100-CD-Phase II ESA.pdf:38:Soil organic matter recorded in 117No. soil samples obtained from the site ranged from 0.4 to 14%. The organic
R-2021-0100-CD-Phase II ESA.pdf:38:end use assuming a soil organic matter (SOM) content of 1% (suitably conservative).
R-2021-0100-CD-Phase II ESA.pdf:38:The selected human health GAC for soil are presented in Appendix F:
R-2021-0100-CD-Phase II ESA.pdf:38: Soil Risk Assessment
R-2021-0100-CD-Phase II ESA.pdf:38:Contaminant concentrations in soil samples have been compared with the soil GAC in Appendix F.
R-2021-0100-CD-Phase II ESA.pdf:39:recorded below the method detection limit (MDL) in all soil samples.
R-2021-0100-CD-Phase II ESA.pdf:39:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2021-0100-CD-Phase II ESA.pdf:39:recorded concentrations in soil for all contaminants are listed in Appendix F.
R-2021-0100-CD-Phase II ESA.pdf:39:Contaminant concentrations in soil samples collected as part of historical site investigations have been
R-2021-0100-CD-Phase II ESA.pdf:39:compared with the soil GAC in Appendix F. Contaminants which were measured in excess of the GAC are
R-2021-0100-CD-Phase II ESA.pdf:40: Asbestos in Soil
R-2021-0100-CD-Phase II ESA.pdf:40:A total of 117No. soils samples were screened by polarised light microscopy in accordance with HSG248 for
R-2021-0100-CD-Phase II ESA.pdf:40:The presence of quantifiable levels of asbestos in soil warrants further consideration. Asbestos in shallow soils
R-2021-0100-CD-Phase II ESA.pdf:40: Qualitative Risk Assessment for Substances in Soil without GACs
R-2021-0100-CD-Phase II ESA.pdf:40:do not have a GAC available, the majority were recorded at less than the MDL in all soil samples. Based on a
R-2021-0100-CD-Phase II ESA.pdf:41:sulphur are present naturally in soil and some are biologically required nutrients. They may be elevated above
R-2021-0100-CD-Phase II ESA.pdf:41:natural levels where slag and other steelmaking wastes are incorporated into soil due to the site’s former use,
R-2021-0100-CD-Phase II ESA.pdf:41:Carbazole was detected above MDL in 12 of 23 soil samples analysed. It is indicative of incomplete combustion
R-2021-0100-CD-Phase II ESA.pdf:41:contaminant in the soil samples and that the maximum concentration measured in several orders of magnitude
R-2021-0100-CD-Phase II ESA.pdf:41:growing medium and some form of capping with “clean” soil is likely to be incorporated into the development.
R-2021-0100-CD-Phase II ESA.pdf:42:Concentrations of arsenic were measured in one soil sample above the GAC protective of human health via
R-2021-0100-CD-Phase II ESA.pdf:42:concentrations measured in excess of the GAC for human health were in soil sampled from Granular Made
R-2021-0100-CD-Phase II ESA.pdf:42:of PCBs, PAHs and carbazole in soil via the vapour inhalation pathway – driven by vapour intrusion (pollutant
R-2021-0100-CD-Phase II ESA.pdf:43:concentration of naphthalene was identified in soil associated with a pipe containing tar. Material of this nature
R-2021-0100-CD-Phase II ESA.pdf:43:VOC have been measured above MDL in soil and compared to USEPA GAC, this does not assess the risk via
R-2021-0100-CD-Phase II ESA.pdf:43:Asbestos fibres were identified in 31 No. soil samples. Asbestos is potentially hazardous when inhaled and
R-2021-0100-CD-Phase II ESA.pdf:43:therefore pollutant linkage D (inhalation of dust) is considered potentially active as surface soils may become
R-2021-0100-CD-Phase II ESA.pdf:43:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2021-0100-CD-Phase II ESA.pdf:43:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2021-0100-CD-Phase II ESA.pdf:44: Soil Leachate
R-2021-0100-CD-Phase II ESA.pdf:44:The results of 24No. soil leachate tests were compared to the WQS as shown in Appendix F. Contaminant
R-2021-0100-CD-Phase II ESA.pdf:48:the customer’s tap for DWS), direct comparison with soil leachate results is a conservative assessment as it
R-2021-0100-CD-Phase II ESA.pdf:53:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and
R-2021-0100-CD-Phase II ESA.pdf:53:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2021-0100-CD-Phase II ESA.pdf:53:Concentrations of petroleum hydrocarbons, phenol, VOC or SVOC measured in soil samples are above the
R-2021-0100-CD-Phase II ESA.pdf:53:criteria for unprotected PE water pipes with between 8% (phenol) and 47.6% (SVOCs) of soil samples in
R-2021-0100-CD-Phase II ESA.pdf:56:Potential risks to human health from a range of contaminants measured in shallow soils (Made Ground
R-2021-0100-CD-Phase II ESA.pdf:56:were measured in excess of the GAC in soil and the risk to human health from concentrations of total cyanide
R-2021-0100-CD-Phase II ESA.pdf:56:½ were quantified at <0.001% but the remainder were quantified to 0.02 % by mass. Asbestos in shallow soils
R-2021-0100-CD-Phase II ESA.pdf:56:Exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples and groundwater
R-2021-0100-CD-Phase II ESA.pdf:56:are generally consistent with soil and soil leachate analysis results indicating that some leaching is occurring
R-2021-0100-CD-Phase II ESA.pdf:56: asbestos fibres identified in the Made Ground and for soils containing CoC in excess of screening
R-2021-0100-CD-Phase II ESA.pdf:57: monitoring of shallow soils should carried out prior to redevelopment to quantify the ground gas risk
R-2021-0100-CD-Phase II ESA.pdf:72: Soil Source
R-2021-0100-CD-Phase II ESA.pdf:73:Title: Prairie - Exceedences of Soil Screening
R-2021-0100-CD-Phase II ESA.pdf:74: Soil Source
R-2021-0100-CD-Phase II ESA.pdf:499: Description 119 Soil samples, 24 Leachate samples, 15 Water samples.
R-2021-0100-CD-Phase II ESA.pdf:508: Soil Samples
R-2021-0100-CD-Phase II ESA.pdf:509: Soil Samples
R-2021-0100-CD-Phase II ESA.pdf:510: Soil Samples
R-2021-0100-CD-Phase II ESA.pdf:511: Soil Samples
R-2021-0100-CD-Phase II ESA.pdf:512: Soil Samples
R-2021-0100-CD-Phase II ESA.pdf:513: Soil Samples
R-2021-0100-CD-Phase II ESA.pdf:631: Soil VOC/SVOC Samples
R-2021-0100-CD-Phase II ESA.pdf:632: Soil VOC/SVOC Samples
R-2021-0100-CD-Phase II ESA.pdf:633: Soil VOC/SVOC Samples
R-2021-0100-CD-Phase II ESA.pdf:634: Soil VOC/SVOC Samples
R-2021-0100-CD-Phase II ESA.pdf:635: Soil VOC/SVOC Samples
R-2021-0100-CD-Phase II ESA.pdf:636: Soil VOC/SVOC Samples
R-2021-0100-CD-Phase II ESA.pdf:699:1663605 PRAIRIE_AUK_TP132_SO_0130 4 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:699:1663606 PRAIRIE_AUK_TP131_SO_0180 5 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:699:1663734 PRAIRIE_AUK_TP101_SO_0100 5 SOIL Chrysotile Chrysotile present as fibre bundles Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:699:1663735 PRAIRIE_AUK_TP101_SO_0220 9 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:699:1663736 PRAIRIE_AUK_TP104_SO_0150 5 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:699:1663737 PRAIRIE_AUK_TP105_SO_0250 11 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:699:1663978 PRAIRIE_AUK_BH104_SO_0550 1 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:699:1665133 PRAIRIE_AUK_TP172_SO_0080 3 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665134 PRAIRIE_AUK_TP175_SO_0080 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665135 PRAIRIE_AUK_TP175_SO_0180 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665136 PRAIRIE_AUK_TP178_SO_0080 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665137 PRAIRIE_AUK_BH106_SO_0550 1 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665138 PRAIRIE_AUK_TP107_SO_0180 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665139 PRAIRIE_AUK_TP107_SO_0080 11 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665140 PRAIRIE_AUK_TP108_SO_0100 5 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665141 PRAIRIE_AUK_TP108_SO_0200 8 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665142 PRAIRIE_AUK_TP113_SO_0130 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665286 PRAIRIE_AUK_BH103_SO_0250 1 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665288 PRAIRIE_AUK_TP115_SO_0190 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665290 PRAIRIE_AUK_TP122_SO_0100 3 SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665291 PRAIRIE_AUK_TP123_SO_0060 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665292 PRAIRIE_AUK_TP185_SO_0430 5 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665293 PRAIRIE_AUK_TP186_SO_0050 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665295 PRAIRIE_AUK_TP188_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:699:1665450 PRARIE_AUK_TP121_SO_0150 4 SOIL NAD none D Wilkinson
R-2021-0100-CD-Phase II ESA.pdf:699:1665451 PRARIE_AUK_TP138_SO_0120 3 SOIL Chrysotile Chrysotile present in microscopic D Wilkinson
R-2021-0100-CD-Phase II ESA.pdf:699:1665452 PRARIE_AUK_TP149_SO_0130 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-0100-CD-Phase II ESA.pdf:699:1665453 PRARIE_AUK_TP168_SO_0005 1 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-0100-CD-Phase II ESA.pdf:700:1665454 PRARIE_AUK_TP173_SO_0090 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2021-0100-CD-Phase II ESA.pdf:700:1665455 PRARIE_AUK_SURFACE1_SO_0000 SOIL NAD none D Wilkinson
R-2021-0100-CD-Phase II ESA.pdf:700:1665588 PRAIRIE_AUK_TP114_SO_0090 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1665589 PRAIRIE_AUK_TP124_SO_0150 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1665590 PRAIRIE_AUK_TP174_SO_0080 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1665591 PRAIRIE_AUK_TP174_SO_0160 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1665592 PRAIRIE_AUK_TP176_SO_0090 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1665593 PRAIRIE_AUK_TP177_SO_0060 2 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1665594 PRAIRIE_AUK_TP189_SO_0300 7 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1665610 PRAIRIE_AUK_TP179_SO_0140 4 SOIL U/S U/S U/S
R-2021-0100-CD-Phase II ESA.pdf:700:1665611 PRAIRIE_AUK_TP179_SO_0200 7 SOIL NAD none D Wilkinson
R-2021-0100-CD-Phase II ESA.pdf:700:1665612 PRAIRIE_AUK_TP181_SO_0060 3 SOIL NAD none D Wilkinson
R-2021-0100-CD-Phase II ESA.pdf:700:1665613 PRAIRIE_AUK_TP182_SO_0090 3 SOIL U/S U/S U/S
R-2021-0100-CD-Phase II ESA.pdf:700:1665990 PRAIRIE_AUK_TP145_SO_0160 4 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:700:1665991 PRAIRIE_AUK_TP146C_SO_0130 5 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:700:1665992 PRAIRIE_AUK_TP156A_SO_0030 2 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:700:1665993 PRAIRIE_AUK_TP162_SO_0170 3A SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:700:1665994 PRAIRIE_AUK_TP180_SO_0030 3 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:700:1665995 PRAIRIE_AUK_TP163_SO_0120 3 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:700:1666343 PRAIRIE_AUK_TP135_SO_0130 5 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1666344 PRAIRIE_AUK_TP136_SO_0080 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1666345 PRAIRIE_AUK_TP136_SO_0290 10 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1666346 PRAIRIE_AUK_TP165_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1666347 PRAIRIE_AUK_TP167_SO_0250 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1666348 PRAIRIE_AUK_TP169_SO_0150 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1666610 PRAIRIE_AUK_BH108_SO_0250 1 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1666611 PRAIRIE_AUK_TP139B_SO_0030 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:700:1666612 PRAIRIE_AUK_TP139B_SO_0330 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1666613 PRAIRIE_AUK_TP148A_SO_0140 5 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1666614 PRAIRIE_AUK_TP150_SO_0150 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1666615 PRAIRIE_AUK_TP159_SO_0060 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1666616 PRAIRIE_AUK_TP190A_SO_0110 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1667231 PRAIRIE_AUK_BH105_SO_0300 1 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:701:1667232 PRAIRIE_AUK_TP126_SO_0260 5 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:701:1667233 PRAIRIE_AUK_TP128_SO_0090 3 SOIL Chrysotile small bundles of Chrysotile present Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:701:1667234 PRAIRIE_AUK_TP129_SO_0210 4A SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:701:1667235 PRAIRIE_AUK_TP130_SO_0100 4A SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:701:1667236 PRAIRIE_AUK_TP147_SO_0150 4 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:701:1667237 PRAIRIE_AUK_TP158_SO_0130 3 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:701:1667238 PRAIRIE_AUK_TP157_SO_0080 2 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:701:1667501 PRAIRIE_AUK_TP120A_SO_0100 3 SOIL Chrysotile Chrysotile bundles present Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1667502 PRAIRIE_AUK_TP134_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1667503 PRAIRIE_AUK_TP134_SO_0200 6 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1667504 PRAIRIE_AUK_TP161_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1667505 PRAIRIE_AUK_TP166_SO_0045 3 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1667506 PRAIRIE_AUK_TP166_SO_0120 8 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1667507 PRAIRIE_AUK_TP171_SO_0075 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1667508 PRAIRIE_AUK_TP187_SO_0070 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1668118 PRAIRIE_AUK_BH110_SO_0300 1 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1668119 PRAIRIE_AUK_TP102_SO_0100 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1668120 PRAIRIE_AUK_TP102_SO_0300 11 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1668121 PRAIRIE_AUK_TP103_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1668122 PRAIRIE_AUK_TP109_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1668123 PRAIRIE_AUK_TP110_SO_0100 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1668124 PRAIRIE_AUK_TP110_SO_0200 7 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:701:1668125 PRAIRIE_AUK_TP111_SO_0150 4 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668126 PRAIRIE_AUK_TP112_SO_0150 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668127 PRAIRIE_AUK_TP119_SO_0150 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668128 PRAIRIE_AUK_TP119_SO_0250 7 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668129 PRAIRIE_AUK_TP133_SO_0050 2 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668130 PRAIRIE_AUK_TP152_SO_0200 6 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668131 PRAIRIE_AUK_TP153_SO_0110 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668132 PRAIRIE_AUK_TP154_SO_0085 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668133 PRAIRIE_AUK_TP155_SO_0070 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668134 PRAIRIE_AUK_TP160_SO_0075 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668135 PRAIRIE_AUK_TP170_SO_0100 4 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668557 PRAIRIE_AUK_TP164_SO_0070 3 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668558 PRAIRIE_AUK_TP164_SO_0130 5 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668559 PRAIRIE_AUK_TP184_SO_0030 2 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:702:1668560 PRAIRIE_AUK_TP106_SO_0100 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668561 PRAIRIE_AUK_TP116_SO_0130 3 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668562 PRAIRIE_AUK_TP117_SO_0300 8 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668563 PRAIRIE_AUK_TP118_SO_0120 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668564 PRAIRIE_AUK_TP127_SO_0030 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668565 PRAIRIE_AUK_TP127A_SO_0280 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668566 PRAIRIE_AUK_TP140_SO_0100 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668567 PRAIRIE_AUK_TP141_SO_0200 4 SOIL U/S U/S U/S
R-2021-0100-CD-Phase II ESA.pdf:702:1668568 PRAIRIE_AUK_TP142_SO_0090 3 SOIL U/S U/S U/S
R-2021-0100-CD-Phase II ESA.pdf:702:1668569 PRAIRIE_AUK_TP142_SO_0150 4 SOIL U/S U/S U/S
R-2021-0100-CD-Phase II ESA.pdf:702:1668570 PRAIRIE_AUK_TP143_SO_0080 3 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668571 PRAIRIE_AUK_TP143_SO_0160 6 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668572 PRAIRIE_AUK_TP151_SO_0120 5 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668657 PRAIRIE_AUK_TP139_SO_0110 4 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:702:1668869 PRAIRIE_AUK_TP144_SO_0080 3 SOIL Chrysotile Bundles of Chrysotile fibres Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:703:1669251 PRAIRIE_AUK_TP112_SO_0210 7 SOIL NAD none Lee Kerridge
R-2021-0100-CD-Phase II ESA.pdf:703:1670142 PRAIRIE_AUK_TP194A_SO_0140 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:703:1670143 PRAIRIE_AUK_TP196A_SO_0140 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:703:1670144 PRAIRIE_AUK_TP201_SO_0360 1 SOIL NAD none Joanne Luscombe
R-2021-0100-CD-Phase II ESA.pdf:703:1670502 PRAIRIE_AUK_TP193_SO_0080 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:703:1675450 PRAIRIE_AUK_BH101_SO_0300 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:703:1675451 PRAIRIE_AUK_BH107_SO_0300 1 SOIL NAD none Keith Wilson
R-2021-0100-CD-Phase II ESA.pdf:704: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:705: Soil Samples
R-2021-0100-CD-Phase II ESA.pdf:705: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:706: Soil Samples
R-2021-0100-CD-Phase II ESA.pdf:706: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:707: Soil Samples
R-2021-0100-CD-Phase II ESA.pdf:707: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:708: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:709: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:710: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:711: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:712: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:713: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:714: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:715: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:716: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:717: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:718: Sample Type SOIL SOIL
R-2021-0100-CD-Phase II ESA.pdf:719: Sample Type SOIL
R-2021-0100-CD-Phase II ESA.pdf:720: 130 1.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:720: 180 1.80 SOIL
R-2021-0100-CD-Phase II ESA.pdf:720: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:720: 220 2.20 SOIL
R-2021-0100-CD-Phase II ESA.pdf:720: 150 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:720: 250 2.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:720: 550 5.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:720: 080 0.80 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 080 0.80 SOIL Conductivity (7 days), VOC (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 180 1.80 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 080 0.80 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 550 5.50 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 180 1.80 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 080 0.80 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 100 1.00 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 200 2.00 SOIL Conductivity (7 days), VOC (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 130 1.30 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:720: 250 2.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:720: 190 1.90 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 060 0.60 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 430 4.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 050 0.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 50 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 20 1.20 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 30 1.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 05 0.05 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 90 0.90 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: O_0000 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 090 0.90 SOIL Conductivity (7 days), VOC (7 days)
R-2021-0100-CD-Phase II ESA.pdf:721: 150 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 080 0.80 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 160 1.60 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 090 0.90 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:721: 060 0.60 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:721: 300 3.00 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:721: 140 1.40 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 200 2.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 060 0.60 SOIL
R-2021-0100-CD-Phase II ESA.pdf:721: 090 0.90 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 160 1.60 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 0130 1.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 0030 0.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 170 1.70 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 030 0.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 120 1.20 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 130 1.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 080 0.80 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 290 2.90 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 250 2.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 150 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 250 2.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 0030 0.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 0330 3.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 0140 1.40 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 150 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 060 0.60 SOIL
R-2021-0100-CD-Phase II ESA.pdf:722: 0110 1.10 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 300 3.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 260 2.60 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 090 0.90 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 210 2.10 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 150 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 130 1.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 080 0.80 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 0100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 200 2.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 045 0.45 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 120 1.20 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 075 0.75 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 070 0.70 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 300 3.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 300 3.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 200 2.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 150 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:723: 150 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 150 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 250 2.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 050 0.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 200 2.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 110 1.10 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 085 0.85 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 070 0.70 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 075 0.75 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 070 0.70 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:724: 130 1.30 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:724: 030 0.30 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:724: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 130 1.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 300 3.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 120 1.20 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 030 0.30 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 0280 2.80 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 100 1.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 200 2.00 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 090 0.90 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 150 1.50 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 080 0.80 SOIL
R-2021-0100-CD-Phase II ESA.pdf:724: 160 1.60 SOIL
R-2021-0100-CD-Phase II ESA.pdf:725: 120 1.20 SOIL
R-2021-0100-CD-Phase II ESA.pdf:725: 110 1.10 SOIL Conductivity (7 days)
R-2021-0100-CD-Phase II ESA.pdf:725: 080 0.80 SOIL
R-2021-0100-CD-Phase II ESA.pdf:725: 210 2.10 SOIL
R-2021-0100-CD-Phase II ESA.pdf:725: 0140 1.40 SOIL
R-2021-0100-CD-Phase II ESA.pdf:725: 0140 1.40 SOIL
R-2021-0100-CD-Phase II ESA.pdf:725: 360 3.60 SOIL
R-2021-0100-CD-Phase II ESA.pdf:725: 080 0.80 SOIL
R-2021-0100-CD-Phase II ESA.pdf:726: 300 3.00 SOIL BTEX (14 days), Sulphur (free) (7
R-2021-0100-CD-Phase II ESA.pdf:726: 300 3.00 SOIL BTEX (14 days), Sulphur (free) (7
R-2021-0100-CD-Phase II ESA.pdf:727:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0100-CD-Phase II ESA.pdf:727:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0100-CD-Phase II ESA.pdf:730:GQRA – Summary of Soil Screen
R-2021-0100-CD-Phase II ESA.pdf:731:Table E1: Soil GAC Protective of Human Health
R-2021-0100-CD-Phase II ESA.pdf:731: Elements present naturally in soil with typically low toxicity
R-2021-0100-CD-Phase II ESA.pdf:732:Table E2: Soil GAC Protective of Human Health
R-2021-0100-CD-Phase II ESA.pdf:732: Elements present naturally in soil with typically low toxicity
R-2021-0100-CD-Phase II ESA.pdf:733:Table F3: Soil GAC Protective of Human Health
R-2021-0100-CD-Phase II ESA.pdf:733: Elements present naturally in soil with typically low toxicity
R-2021-0100-CD-Phase II ESA.pdf:734:GQRA – Summary of Soil Leachate Screen
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:1: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:1: This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:2: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:2:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:3: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:3:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:4: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:4:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:5: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:5:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:6: This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:7:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:8:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:9:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:10:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:11: This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:12:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:13:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:14:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:15:This output data has been generated by the CAT-Waste Soil waste classification tool provided by Atkins Consultants Ltd and J.McArdle Contracts and should be read in conjuntion
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:5:Table 6-1 - Soil Screening Exceedances 24
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:5:Table 6-3 - Soil-derived Leachate Screening Exceedances – EQS 26
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:5:Table 6-4 - Soil-derived Leachate Screening Exceedances – Transitional EQS 28
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:5:Table 6-5 - Soil-derived Leachate Screening Exceedances – DWS 30
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:6: Assessment of soil and soil leachate data, risk to human health and controlled water receptors for the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:6: CATWaste assessment of soils to provide indication of non-hazardous / hazardous nature of soils;
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:7:structures and foundations with no exceptional risks or difficult soil or loading conditions in accordance with
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:11:subsurface up to 2.50m bgl. This is to include removal of relic structures, soil contamination removal and
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Ingestion of contaminated soils, soil-derived dust and groundwater;
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Inhalation of soil and soil-derived dust;
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Dermal contact with soil, soil-derived dust and groundwater; and,
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Inhalation of ground gases, and soil- and groundwater-derived vapours.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Leaching or dissolution of contaminants in unsaturated soils and subsequent migration;
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Direct contact of soils and groundwater with foundations / structures / services; and,
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:15: soil/groundwater on-site originating dermal contact with users including Given the industrial legacy, Made Ground including slag is
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:15: from the following on-site sources: contaminants in soil, soil commercial site users expected to be present across the site. Initial enabling works
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:15: gases, and soil- and Given the industrial legacy, extensive Made Ground is present
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:16: contaminants soil derived expected to be present across the site. Initial enabling works
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:16: Ground, superficial contamination present within the soil to the Secondary A
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: contaminants in soils improvements and expected to be present across the site. There is unlikely to be
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: contaminants in soils expected to be present across the site. However, it is unlikely
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:18:information on the geotechnical properties and characteristics of the soils encountered during the ground
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:18: Geo-environmental Soil testing
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:19: Soil organic matter;
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:19:Selected soil samples were also tested for:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:19:Leachate tests were also scheduled on soil samples and tested for:
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:23:The following presents a summary of the soil, and leachate analytical data collected from the ground
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:23:the current and future site use and the identified key contaminants of concern. Soils have been screened
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:23:ingestion and dermal contact with the soil/dust and inhalation of vapours originating from soils.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:23:Construction/maintenance workers involved with site maintenance may have direct contact with soils, however,
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:23:In order to identify potential contaminants of concern (CoCs), the soil analytical data have been screened
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:23:against Atkins derived Soil Screening Values (SSVs) or Category 4 Screening Levels (C4SLs) 21 for a
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:23:Atkins has produced SSVs based on minimal toxicological risk for a variety of standard land uses at 1% soil
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:23:organic matter (SOM) (sand soil type) and 6% SOM (sandy loam soil type) using Contaminated Land Exposure
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:23:Twenty-six soil samples from the investigation were analysed for SOM as part of laboratory analysis. The SOM
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:The soils results obtained have been screened against relevant GAC as described above for a commercial end
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24: The main risk driving pathways in the top 1 m of soil are the direct pathways that include dermal
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24: contact, ingestion and inhalation of non-volatile and volatile contaminants in soil and inhalation of soil-
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:Human health GQRA comprises comparison of chemical analysis results for soil samples against appropriate
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:GAC to assess the risk associated with the unsaturated soil source. Concentrations of contaminants which fall
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24: Soil Assessment
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:A total of 26 soil samples were tested as part of the Arcadis and Atkins informed supplementary GI. With the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:identified in the soil samples tested.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:Table 6-1 - Soil Screening Exceedances
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:Asbestos screening in the laboratory was undertaken on 13 soil samples, all of which were collected from
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:within the top 1.50 m of material from Made Ground and one sample collected from natural soils. Asbestos was
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:26:Table 6-3 - Soil-derived Leachate Screening Exceedances – EQS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:28:Table 6-4 - Soil-derived Leachate Screening Exceedances – Transitional EQS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:30:Table 6-5 - Soil-derived Leachate Screening Exceedances – DWS
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: Soil Leachate Results
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: soil-derived leachate (EQS) (Holme Beck): copper, iron, lead, manganese, zinc, ammoniacal nitrogen, ,
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: soil-derived leachate (EQS transitional) (River Tees): copper, iron, lead, zinc, pH, naphthalene, anthracene,
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: soil-derived leachate (DWS): iron, manganese, total cyanide, ammoniacal nitrogen, and benzo(a)pyrene.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31:However, it should be considered that the exceedances of contaminants identified in soil leachate are unlikely
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:33: soil/groundwater on-site originating dermal contact with users including Extensive Made Ground with slag was present across the site.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:33: from the following on-site sources: contaminants in soil and commercial site users Two exceedances for naphthalene and arsenic were
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:33: Soil (arsenic, naphthalene and soil derived dust respectively recorded above GAC for commercial end use. No
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:33: Soil leachate (copper, iron, identified in the soil samples tested.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:34: contaminants in soil and Two exceedances for naphthalene and arsenic were
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:34: soil derived dust respectively recorded above GAC Initial enabling works
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: via preferential pathways. present within the soil to the Aquifers.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: concentrations within soil leachate samples and proximity to
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:36: contaminants in soils improvements and There is unlikely to be any confined spaces as part of the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:36: contaminants in soils expected to be present across the wider site. Arcadis identified
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:37:The on-site re-use of soils may be undertaken either under the Environmental Permitting Regulations 2007
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:37:locations for arsenic. Exceedances of soil-derived leachate concentrations for a number of contaminants have
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:38:WASTE Soil 29. CAT-WASTE Soil has been designed to cover the European Waste Catalogue code number
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:38:CAT-WASTE Soil provides preliminary waste characterisation only and is based on the limited number of
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:38:Analytical results from 26 soil samples tested as part of the Atkins investigation were uploaded into CAT-
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:38:WASTE Soil and the output of the tool is provided in Appendix F. Four samples were recorded as hazardous
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:38:undertaken prior to disposal. Copies of the laboratory analysis undertaken on soil samples from site should be
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:39:This section provides geotechnical summaries and interpretations of each soil and rock type encountered at the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:39:variability of the soils and the sensitivity of the design to such variations.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:40:for granular and cohesive soils. However, it is likely that soils will be mixed and judgement will be needed as
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:41:To comply with BRE SD1 in a data set where there are only a small number of soil samples for the location, the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:41:plasticity, with all but 1 sample tested to be clay soils. A characteristic value of PI of 23% may be reasonable for
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:potential for exposure of construction workers to the underlying soils.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:material collected with 12 samples obtained from Made Ground and one sample collected from natural soils.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:A total of 13 soil samples were tested for their leachability of contaminants. Several exceedances of metals,
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:Considering the distance of the River Tees from the site and the low permeability soil and rock deposits at the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:Exceedances of soil leachate samples above the DWS were recorded between one and three orders of
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:53:Analytical results from 26 soil samples tested as part of the Atkins investigation were uploaded into CAT-
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:53:WASTE Soil. Four samples were recorded as hazardous waste at locations PRAIRIE_AUK_TP162_SO_0170,
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:54:19 B. Standards, “BS1377: 1990 Soils for civil engineering purposes,” 1990.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:55:29 Atkins, “Catwaste Soil,” 2017. Online. Available: www.catweastesoil.co.uk. Accessed 2020.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:55: of structures on clay soils,” CIRIA, 1983.
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:4:If materials such as scrap metals or highly contaminated soils cannot be treated, these will be
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:11:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Potential
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:11:risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:11:contact with or ingestion of soils on the site. Soil pH was noted to be strongly basic / alkaline.
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:17:and road safety any HGV leaving the item will be appropriately covered to avoid soiling of the
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:17:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Potential
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:17:risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:17:contact with or ingestion of soils on the site. Soil pH was noted to be strongly basic / alkaline.
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:18:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Asbestos
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:18:shallow soils in areas without buildings or hardstanding has the potential to become airborne and
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:25:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Asbestos
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:25:shallow soils in areas without buildings or hardstanding has the potential to become airborne and
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:25:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Potential
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:25:risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:25:contact with or ingestion of soils on the site. Soil pH was noted to be strongly basic / alkaline.
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:1:end use. Soils containing trace levels of asbestos fibres were identified on the wider South Bank A landholding.
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:1:SBC_AUK_TP163 (1m below ground level (bgl)). Soils containing trace levels of asbestos fibres <0.001% were
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:1:SB_DQRA]. The DQRA concluded that the sources areas identified in soil and groundwater did not present a
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:9: Description 2 Soil samples, 1 Leachate sample.
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:22:1851445 SBA_AUK_TP102 7 2.30 SBA_AUK_TP102_SO_0230 SOIL NAD none Emma Stacey
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:22:1851446 SBA_AUK_TP103 1 0.20 SBA_AUK_TP103_SO_0020 SOIL NAD none Emma Stacey
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:23:1851445 SBA_AUK_TP102 2.30 SOIL 19/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:23:1851446 SBA_AUK_TP103 0.20 SOIL 19/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:23:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:23:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:5: Soil Sampling ………………………………………………………………………………………………………… 14
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:5: Management of Contaminated Soils …………………………………………………………………………. 18
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:8: • Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:10: often still present within the soil matrix.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:10: • Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:10: originated from shallow soils across the site.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:11:Asbestos in Soils
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:11:Ground investigations have not identified asbestos in soils at the site, however asbestos containing
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:12:in excess of the Generic Assessment Criteria (GAC) in soil, driven by direct contact exposure and dust
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:13:a nuisance including contaminated soil or plant material from any waste you transfer to spread into the
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:15:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:16: • Soils that require off-site disposal/treatment (not treatable);
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:16: • Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:17: completion of ongoing ground investigation, including NAPL containing soils.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:17:• Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:18: • Treatment of soils impacted with NAPL (if present) in order to make them suitable for reuse.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:18: • Segregation of soils with ACM (if present) for treatment and reuse.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:18: • Remediation of soils impacted with contaminants above target levels through capping of
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:20: Soil Sampling
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:20:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: Composite soil samples do not exceed the
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: within soils within the uppermost 0.1m of the following frequency
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: Composite soil samples do not exceed the
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: Ensure that soils remaining in-situ do not • One sample per stratum or at 1.0m
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: Composite soil samples do not exceed the
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: within soils within the uppermost 0.1m of the following frequency
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: with NAPL Composite soil samples do not exceed the
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: Ensure that soils remaining in-situ do not Remediation Criteria. Samples collected at
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:24: Soil samples collected at a frequency of
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:24: Composite soil samples collected at a
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:24: Management of Contaminated Soils
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:24:This should comprise placement of protective cover layers in areas, where contaminants in soils are
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:25: • Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:25:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:25:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:25: • Soil Washing;
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:25:Where soils are visibly impacted with NAPL or onsite screening / testing indicates the presence of NAPL
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:26:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:26:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:26:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:31: • Field screening / onsite analysis of soil samples;
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:31: • On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:31: • Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:1:end use. Soils containing trace levels of asbestos fibres were identified on the wider South Bank A landholding.
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:1:SBC_AUK_TP163 (1m below ground level (bgl)). Soils containing trace levels of asbestos fibres <0.001% were
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:1:SB_DQRA]. The DQRA concluded that the sources areas identified in soil and groundwater did not present a
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:9: Description 2 Soil samples, 1 Leachate sample.
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:22:1851445 SBA_AUK_TP102 7 2.30 SBA_AUK_TP102_SO_0230 SOIL NAD none Emma Stacey
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:22:1851446 SBA_AUK_TP103 1 0.20 SBA_AUK_TP103_SO_0020 SOIL NAD none Emma Stacey
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:23:1851445 SBA_AUK_TP102 2.30 SOIL 19/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:23:1851446 SBA_AUK_TP103 0.20 SOIL 19/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:23:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0753-FFM-Arcadis GI and Drainage.pdf:23:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:STDC are submitting a planning application to import soils from the Sirius Minerals (Sirius) site at Wilton and
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:generate in the order of 800,000m of naturally occurring soil and rock material, which is suitable for use in
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6:The Environment Agency’s Flood Map for Planning indicates that all of the soil storage mounds are situated
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:7:classification. The proposed soil storage and subsequent remediation works are considered to be ‘less
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:11:STDC has identified six locations for temporary storage of imported soil material. There are three at
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:stored soils for land remediation and preparation for development is considered at a high level in Section 4.1.
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:22:be generated from set-up activities and placement of the soils.
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:22:treated and return to watercourse during the set-up, temporary storage and placement of the soils. This plan
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:22:The following will need to be adhered to during the set-up of the soils storage mounds:
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:23:During the placement and storage of the soils, sediment management will need to be provided. This is to be
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24:During storage of the soils, a maintenance plan will be required to ensure all those involved in the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:6: Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils 100
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:8:preparation and the temporary storage of soils.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:9:unacceptable risk from, or being adversely affect by, unacceptable levels of soil, air, water or noise pollution
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:10: Specialists/Contaminated Land: Applications in Real Environments (EIC/AGS/CL:AIRE, 2009). Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:10: Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:26: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:26: Wood Comment: Lead in soil exceeded the current GAC for commercial end use of 2,300mg/kg. This
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:26: Soil and Groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:26: Soils: Fill materials across the site are typically characterised by alkaline pH and elevated
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:26: While zinc was below the GAC elevated zinc concentrations were detected which could lead to soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:27: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:27: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:28: There was evidence of localised hydrocarbon contamination in soil and groundwater within the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:39: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:39: Enviros investigation (2004) had a limited soils analysis dataset for the Grangetown Prairie site as
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:40: Enviros investigations (2008) analysed 32 soil samples for heavy metals. One sample exceeded the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:40: Shadbolt Environmental investigations (2011) analysed 35 soil samples, with results compared to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:41: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:41: five soil samples. Visual and olfactory evidence of hydrocarbons was encountered, in trial pits, and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:42: soils
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:42: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:42: A total of 35 soil samples were analysed for a suite of potential contaminants including metals, pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:43: Chemical analysis results of soils were compared with GACs for commercial/ industrial end use. A
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:43: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:43: Soil analysis results were compared with GACs for commercial/industrial land use.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:43: organic contaminants in soils, the results were all below the GAC for commercial/industrial end
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:44: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:45: locally. Concentrations of BTEX compounds in soils were less than the GACs used (SGVs) for
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:56: Soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:56: Baseline 11 soil samples were analysed, and one round of groundwater monitoring was completed.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:56: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:56: Analysis of soil samples did not show concentration for metals, PAHs and TPH above Commercial GACs
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:57: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:57: Analysis of soil samples did not show concentration for metals, PAHs and TPH above Commercial GACs.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:77: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:77: CH2M Hill reassessed the data acquired by Enviros in 2004 and assessed soil data based on
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:78: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:79: Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:79: Based on the findings of the HRA, TATA proposed that the site be capped with 1m of soils,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:92: hydrocarbon contaminants were identified within the soil with the potential to impact
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:92: contaminants were identified within the soil with the potential to impact surface water quality.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:95:Solvent extraction, air sparging, soil vapour extraction (SVE) and dual phase SVE have not been carried
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:95:asbestos. Soil flushing, surface amendments or soil washing are not appropriate for asbestos contamination.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:95:Exposure pathways for commercial/industrial end use include direct soil and indoor dust ingestion, skin
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:95:contact with soils and dusts, and inhalation of dust and vapours. As it is not pragmatic to remove all
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:97: S = Soils, Made Ground and sediments Volatile Pesticides
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:97: Chemical Soil flushing S S S S
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:97: Soil vapour extraction (SVE) S S S
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:97: Soil washing S S S S S
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:98: CL4 hard surfacing to break pathway Protection against aggressive soils will be health.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:101:Site won and imported clean cover soils will be placed under a controlled methodology, mainly driven by
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:101:the arising’s to ensure they are in keeping with the soil chemistry in the shallow Made Ground and do not
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:102:Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:106:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:107:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:113: Likelihood possible under in soils at depths >1m in a residential garden, or 0.5-1.0m in
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:113: present and in the right place which means that it in soils at depths of 0.5-1.0m in a residential garden, or the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:113: Likelihood appear very likely in the short-term and almost in soils in the top 0.5m in a residential garden.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:119:WITH GROUND PREPARATION AND TEMPORARY STORAGE OF SOILS AND ITS
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:120:Prior to commencement of any operation to store or permanently use soil for restoration
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:121:permit. The stockpiles of soil are to be imported and be used for land remediation, and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:121:therefore we would not expect any contamination. Any contaminated soils identified on
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:121:applicant intends to treat contaminated soils on site that is likely to be a waste permitted
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:121:activity. It is not clear if the imported soil is classed as clean or contaminated.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:121:The Technical Note - Storage of imported soils for land remediation further mentions the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:133:Enviros report “Corus UK Ltd. – Soil and Groundwater Baseline Characterisation Study Teesside Works
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP101 1 2.00 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP102 1 2.50 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP103 2 1.00 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP105 3 3.00 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP107 3 1.00 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP110 2 4.50 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP108 2 5.00 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP109 1 3.80 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP106 2 2.50 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:251: TP104 1 1.00 SOIL NAD
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:252: Description 11 Soil samples.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282515 BH03TP 2.00 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282516 BH03TP 5.00 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282517 BH04TP 2.00 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282518 BH04TP 3.50 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282519 BH05TP 4.50 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282520 TP01 0.50 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282521 TP01 2.50 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282522 TP02 1.50 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282523 TP02 2.50 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282524 TP05 2.50 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:1282525 TP05 0.00-1.50 SOIL 20/12/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Naphthalene (14 days), PAH MS (14 days), pH +
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:257:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:260: Description 10 Soil samples.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1322675 TP101 1 2.00 SOIL NAD none Michael Rutherford
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1322676 TP102 1 2.50 SOIL NAD none Michael Rutherford
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1322677 TP103 2 1.00 SOIL NAD none Michael Rutherford
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1322678 TP105 3 3.00 SOIL NAD none Michael Rutherford
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1322679 TP107 3 1.00 SOIL NAD none Michael Rutherford
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1322680 TP110 2 4.50 SOIL NAD none Michael Rutherford
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1322681 TP108 2 5.00 SOIL NAD none Michael Rutherford
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1322682 TP109 1 3.80 SOIL NAD none Michael Rutherford
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1322683 TP106 2 2.50 SOIL NAD none Michael Rutherford
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:266:1327120 TP104 1 1.00 SOIL NAD none A Christodoulou
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1322675 TP101 2.00 SOIL 28/03/18 GJ 250ml x2, GV x2, PT 1L
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1322676 TP102 2.50 SOIL 28/03/18 GJ 250ml, GV
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1322677 TP103 1.00 SOIL 28/03/18 GJ 250ml, GV, PT 1L
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1322678 TP105 3.00 SOIL 28/03/18 PG
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1322679 TP107 1.00 SOIL 28/03/18 PG
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1322680 TP110 4.50 SOIL 28/03/18 PG
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1322681 TP108 5.00 SOIL 27/03/18 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1322682 TP109 3.80 SOIL 27/03/18 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1322683 TP106 2.50 SOIL 27/03/18 GJ 250ml x2, GJ 60ml x2, PT 1L
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:1327120 TP104 1.00 SOIL GJ 250ml x2, GJ 60ml x2, PT 1L
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:267:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:327: 6.2.2 Compressible Soils …………………………………………………………………………………. 6‐1
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:331:PCBs, hydrocarbons, organic and inorganic compounds and soil gases.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:378: Decaying organic matter – generating soil gases and elevated pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:391: Soil gases
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:395:which were scheduled based on current guidelines at the time. The results were assessed against Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:403:confirm this given that testing of soil samples suggests a possible external source. Elevated levels of acid
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:404: Soil gases Carbon dioxide, methane
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:409: Tidal Flat and Glaciolacustrine Soil gases Carbon dioxide, methane
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:411: Soil gases – Carbon Dioxide, Methane and Mod
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:417: Soil gases – Carbon dioxide, methane and Mod
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:418:6.2.2 Compressible Soils
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:422: Asbestos in soil Potential for unanticipated disposal costs Geo‐environmental testing undertaken as part of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:428:British Geological Survey Sheet 33 – Soil and Drift (Stockton) 1:50,000 (1987
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:464: Soil gases General Made Ground Vertical Human Health ‐ X
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:487:2.1.3 Soil Investigation and Sampling Techniques and Protocols 2
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:487:4.2.3 Soil Vapour Monitoring 9
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:487:4.2.4 Soil Monitoring 9
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:489:not responsible for the low level concentrations seen in soil and groundwater.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:492:Appendix B1. Boreholes were installed by J.B.Site Investigation, a sub-contractor of Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:492:2.1.3 Soil Investigation and Sampling Techniques and Protocols
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:493:will crush the steel slag and therefore it will not be possible to obtain soil samples. The
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:493:depth from which soil samples are collected. Samples will be taken from the excavator
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:494:and east of the heavy fuel oil tanks to establish up-gradient soil and groundwater conditions,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:495:to establish up-gradient soil and groundwater conditions, with the remaining two boreholes
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:495:analysis of soil and water samples. This is not just required to ensure a robust CSM, but is
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:maximum of 4 metres to allow soil sampling to take place. 12 samples were taken from the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:excavated so soil samples could be taken. 48 soil samples in total were taken from the Made
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:498:the soil results act as a baseline to measure further deterioration against. No statistical
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:498:level concentrations seen in soil and groundwater.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:498:Concentrations detected within the soil and groundwater across both Area 2 and Area 12 are
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:499:4.2.3 Soil Vapour Monitoring
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:499:No soil vapour monitoring will occur at the installation during the life of the permit.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:499:4.2.4 Soil Monitoring
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:499:No on going soil monitoring will occur at the installation during the life of the permit.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:531:subsurface soils up to a maximum depth of 4 metres. Trial pitting involves the use of a tracked or
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:531:in close proximity to both the excavator and the trial pit in order to; a) collect representative soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:531:record the depth from which soil / groundwater samples are being collected, c) record changes in
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:531: Handling of Potentially Contaminated Arisings (i.e. Soil /
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:533: materials. Polythene sheeting may be laid down to prevent contamination of surface soils,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:545:Area 2 South Bank 3 Storage Tanks Soil Samples Heavy Fuel Oil Contains free and fixed Benzene BTEXHSA 10 ug/
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:545:Area 12 Redcar 3 Storage Tanks Soil Samples Ammoniacal Contains free and fixed Total phenols BTEXHSA 0.02 mg
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:546:Appendix E1.1 Area 2 Soil Analysis
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:546:Appendix E2.1 Area 12 Soil Analysis
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:547: Appendix E1.1 Area 2 Soil Analysis
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:549:Project SOIL SAMPLES ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:549:The description of the sample matrix is not intended as a structural classification of the soil type or a full geological assessment. It can be used for customer refe
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:550:Project SOIL SAMPLES ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:550: Determinand Unit Method SOIL SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:551:Project SOIL SAMPLES ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:551:Method Reference Soil Cond. Description
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:551: V Accreditation is valid for Soil samples only.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:552:Project SOIL SAMPLES ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:552:Major Matrix Sandy Soil Sandy Soil Loamy Soil Granular Waste Fine / Granular Waste Fine / Granular Waste Granular W
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:552:The description of the sample matrix is not intended as a structural classification of the soil type or a full geological assessment. It can be used for customer refe
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:553:Project SOIL SAMPLES ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:553: Determinand Unit Method SOIL SOIL SOIL SOIL SOIL SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:554:Project SOIL SAMPLES ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:554:Method Reference Soil Cond. Description
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:554: V Accreditation is valid for Soil samples only
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:555:bulk of the samples was a granular waste material and not a soil. Accreditation is not held for this matrix and so a
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:562: Appendix E2.1 Area 12 Soil Analysis
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:564:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:564:Major Matrix Sandy Soil Sandy Soil Granular Waste Sandy Soil Loam Soil / Stones Loam Soil / Stones Loamy S
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:564:The description of the sample matrix is not intended as a structural classification of the soil type or a full geological assessment. It can be used for customer refe
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:565:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:565: Determinand Unit Method SOIL SOIL SOIL SOIL SOIL SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:566:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:566:Method Reference Soil Cond. Description
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:567:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:567:Minor Components Sandy Soil Sandy Soil Sandy Soil Sand Sandy Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:567:The description of the sample matrix is not intended as a structural classification of the soil type or a full geological assessment. It can be used for customer refe
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:568:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:568: Determinand Unit Method SOIL SOIL SOIL SOIL SOIL SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:569:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:569:Method Reference Soil Cond. Description
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:570:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:570:Major Matrix Granular Waste Granular Waste Loamy Soil Loamy Soil Sandy Soil Sandy Soil Granular W
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:570:Minor Components Sandy Soil Sandy Soil Stones (< 5 mm) Stones (< 5 mm) Stones (< 5 mm) Waste Material
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:570:The description of the sample matrix is not intended as a structural classification of the soil type or a full geological assessment. It can be used for customer refe
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:571:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:571: Determinand Unit Method SOIL SOIL SOIL SOIL SOIL SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:572:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:572:Method Reference Soil Cond. Description
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:573:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:573:Minor Components Sandy Soil Sandy S
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:573:The description of the sample matrix is not intended as a structural classification of the soil type or a full geological assessment. It can be used for customer refe
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:574:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:574: Determinand Unit Method SOIL SOIL SOIL SOIL SOIL SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:575:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:575:Method Reference Soil Cond. Description
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:576:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:576:Major Matrix Granular Waste Sandy Soil Sandy Loam Soil Sandy Soil Sandy Soil Sandy Soil Loamy S
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:576:Minor Components Sandy Soil Stones (< 5 mm) Stones (< 5 mm) Stones (< 5 mm) Stones (< 5 mm) Stones (< 5
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:576:The description of the sample matrix is not intended as a structural classification of the soil type or a full geological assessment. It can be used for customer refe
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:577:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:577: Determinand Unit Method SOIL SOIL SOIL SOIL SOIL SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:578:Project SOIL SAMPLE ROTHERHAM
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:578:Method Reference Soil Cond. Description
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:594: 3.1.3 Soil Investigation and Sampling Techniques and Protocols ………………………………………………………… 6
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:594: 3.1.5 Soil-Gas and Vapour Investigation and Sampling Techniques and Protocols………………………………… 8
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:600: • collect Reference Data for soil and water.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:601:3.1.3 Soil Investigation and Sampling Techniques and Protocols
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:603:3.1.5 Soil-Gas and Vapour Investigation and Sampling Techniques and Protocols
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:603:to identify each sampling location within an area. A trial pit soil sample taken from Area 2 South Bank Oil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:604:or olfactory contamination from fuel oil. A minimum of two soil samples shall taken from each location, one
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:604:shall be taken at depth during investigations. Three soil samples shall be taken, with additional samples
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:605:visual or olfactory surface contamination. A minimum of two soil samples shall be taken at each location,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:605:are in place. Three soil samples shall be taken at each location, with additional samples where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:606:appropriate pollution prevention measures are not in place. Two soil samples shall be taken, with
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:629:In granular soils above the water table and cohesive soils the minimum amount of water necessary to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:629:satisfactorily advance the boring will be added. In granular soils below the water table a positive head of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:630:When an uncompleted hole is left overnight, no soil samples will be taken until the hole has been
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:633:Area 12 Redcar S63 Storage Tanks Soil Samples Ammoniacal Contains free and fixed Total phenols BTEXHSA 0.02 mg
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:634: Appendix H9: Soil and Groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:635: Soil and Groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:637: 2.3 Soil and Water Sampling 5
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:638:Figure 6 Exceedance of Tier 1 Soil Screening Criteria, Redcar
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:Figure 7 Exceedance of Tier 1 Soil Screening Criteria, Lackenby
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:Figure 8 Exceedance of Tier 1 Soil Screening Criteria, Cleveland
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:6. Analysis Certificates, Redcar Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:7. Analysis Certificates, Lackenby Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:8. Analysis Certificates, Cleveland Soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:640: The key objective of this investigation has been to establish a baseline for soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:640: 3. Intrusive investigations and chemical testing of recovered soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:640: The investigation has been designed to provide broad characterisation of soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:641: the site summarising chemical testing information by exceedances of soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:641: soil and groundwater conditions have been assessed using current UK
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:643: 2.1.1 The site investigation was designed to assess ground conditions, soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:643: 2.1.2 Soil Mechanics, a specialist sub contractor, was appointed to undertake
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:643: then used to identify each sampling location. A trial pit soil sample taken from
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:644: 2.3 Soil and Water Sampling
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:644: 2.3.1 Soil Sampling
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:644: was undertaken and soil samples were collected by Enviros engineers for chemical
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:644: At each location, the following cont ainers were filled with soil sample: 1 x 500g
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:645: accredited through UKAS. All soil and water samples were analysed for a wide
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:645: soils and water. For soil these include Contaminated Land Exposure Assessment
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:645: shown in the accompanying maps (Figure 6-8) for soil and (Figure 9-11) for
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:648: soil staining observed.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:648: These show samples taken in soil, groundwater and surface water compared
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: permeability” (Ref. 3). The map shows the site to be overlain by soils of a high
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:656: • Recovery of 22 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:656: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:656: Soil pH across the area was found to be alkaline to highly alkaline, in both
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:656: Made Ground and natural deposits. The soil sample pH values range from 8.2
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:660: • Recovery of 38 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:660: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:660: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:666: • Recovery of 38 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:666: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:666: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:672: • Recovery of 22 soil samples fr om Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:672: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:672: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:676: • Recovery of 84 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:676: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:676: Soil pH across the site was found to be alkaline to highly alkaline. The soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:686: • Recovery of 11 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:686: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:686: Soil pH across the area was found to be highly alkaline. The soil sample pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:689: • Recovery of 45 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:689: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:689: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:703: • Recovery of 260 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:703: • Across the site the soil pH was very high ranging from 8.2 to 12.8 at shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:706: permeability”. The map shows the site to be overlain by soils of a high leaching
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:709: • Recovery of 32 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:709: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:709: Soil pH across the area was found to be alkaline to highly alkaline. Elevated
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:709: soil pH values range from 10.4 (7A T5, 0.1 m bgl) to 12. 9 (7AT7, 3.0 m bgl).
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:713: • Recovery of 15 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:713: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:713: Soil pH ac ross the area was found to be alkaline to highly alkaline. The soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:716: • Recovery of 11 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:716: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:716: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: • Recovery of 58 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: 4.8.3 Soil and Groundwater Results
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: • Across the Lackenby Works the soil was highly alkaline and exceeded the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: • Toxic and phytotoxic metals i n t h e soil at the Lackenby W orks were below
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:724: groundwater and the shallow soil at the southern part of the Lack enby Works
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:724: • Hydrocarbons were below guideline values in the soil at the Lackenby Works
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:724: apart from isolated levels of PAHs in the shallow soils, which are most likely as
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: “variable permeability”. The map shows the site to be overlain by soils of a high
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:730: • Recovery of thirty soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:730: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:730: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:735: • Recovery of thirty four soil samples from Made Ground and natural strata
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:735: tanks , between depths of 3.8 to 4.7m bgl. Similar soil staining and odours were
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:735: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:735: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:740: • Recovery of ten soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:740: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:740: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:743: • Recovery of twelve soil sampl es from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:743: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:743: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:746: • Recovery of eighty-five soil samples from Made Ground and natural strata
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:746: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:746: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:756: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:756: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:767: • Recovery of six soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:767: • Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:767: Soil pH across the area was found to be alkaline to highly alkaline. Soil pH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: • Recovery of 260 soil samples from Made Ground and natural strata (where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: 5.12.3 Chemical Analysis Results – Soil and Groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: • Across the Cleveland Works the soil was very alkaline and exceeded the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: • P hytotoxic metals (particularly zinc and boron) in the soil at the Cleveland
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:774: soils in excess of screening criteria in samples recovered from locations from
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:774: contamination including staining of soils and vapours was also noted within
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: found in a number of exploratory holes in Made Ground. Soil staining and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: odours were evident within soil samples in the SLEMS area. Some evidence of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: staining in the soil, free product in groundwater samples and strong odours in
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: soil and groundwater samples were also found at several locations at the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: 6.1.2 Chemical Analysis Results – Soil and Groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: Table 17 provides a summary of soil and groundwater testing of dat a across the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: • Levels of phytotoxic metals in soils were below Tier 1 screening criteria and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: This contrasted with Cleveland soil samples which exceeded the guideline
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: • Levels of toxic metals in soil were generally low with the exception of lead
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:777: predominantly in Made Ground in soils across the three sites (Score 2, Table
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:777: at this location at depth in soil with elevated TPHs in groundwater. Visual
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:777: • The SLEMS area; PAHs, and BTEX exceeded the Tier 1 soil screening criteria
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:777: for soils (PAH, BTEX Compounds) (Score 3, Table 17). Additionally
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:778: Table 17 Summary of Tier 1 Screening for Soil and Groundwater at Redcar, Lackenby and Cleveland Works
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:779:ANNEXES Circular on target values and intervention values for soil remediation
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:779: Environment Agency, 1999, Methodology for the Derivation of Remedial Targets for Soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:793: Figure 6 Exceedance of Tier 1 Soil Screening Criteria, Redcar
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:794: 11 EXCEEDANCE OF TIER 1 SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:795: Figure 7 Exceedance of Tier 1 Soil Screening Criteria, Lackenby
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:796: EXCEEDANCE OF TIER 1 SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:797: Figure 8 Exceedance of Tier 1 Soil Screening Criteria, Cleveland
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:798: EXCEEDANCE OF TIER 1 SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:805: Soil and Groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:807: 2.3 Soil and Groundwater Baseline Condition 5
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:807: 3.3 Soil and Groundwater Baseline Condition 10
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:807: 4.3 Soil and Groundwater Baseline 15
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:807: 5.3 Baseline Soil and Groundwater Quality 19
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:808:Figure 2 Exceedance Of Tier 1 Soil Screening Criteria, Redcar
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:808:Figure 5 Exceedance Of Tier 1 Soil Screening Criteria, Lackenby
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:808:Figure 8 Exceedance Of Tier 1 Soil Screening Criteria, Cleveland
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:809: instructed by Corus in April 2004 to carry out a baseline soil and groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:809: The overall objective of this study has been to establish a bas eline for soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:809: investigation an evaluation of environmental risks linked to identified soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:809: three sites separately. Risks arising from identified soil and groundwater conditions
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:809: The investigation has been designed to provide broad characterisation of soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:810: 3. Soil and groundwater sampling and chemical testing of recovered soil and water
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:810: 4. Baseline characterisation of soil and groundwater conditions across the works;
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:810:2 Screening criteria for soils have included published UK CLEA Soil Guideline Values and where values are not available for
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:811: Information on identified soil and groundwater conditions is provided in our Volume
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:811: ¿ Chapters 2, 3 and 4 present a summary of identified soil and groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:811: ¿ Chapter 5 contains our conclusions relating to identified soil and groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:813: 2.3 Soil and Groundwater Baseline Condition
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:813: 2.3.1 Soil Quality
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:813: criteria. PAH concentrations were also elevated in soils from the eastern area of 12
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:813: Alkaline soil pH, sulphide and sulphate levels were all elevated across the Redcar
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:815: of with soils in areas where hardstanding is absent. In the course of normal site
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:818: 3.3 Soil and Groundwater Baseline Condition
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:818: 3.3.1 Soil Quality
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:818: Soils across Lackenby are characterised by uniformly alkaline pH conditions and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:819: Toxic and phytotoxic metals in the soil s were below guideline values apart from
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:819: Hydrocarbons were below guideline values in the soil at the Lackenby Works apart
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:819: from isolated levels of PAHs in the shallow soils, which are most likely as a result
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:820: ingestion of, potentially contaminated soils in source areas where hardstanding is
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: 4.3 Soil and Groundwater Baseline
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: 4.3.1 Soil Quality
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: ingestion of potentially contaminated soils in source areas where hardstanding is
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:827: 5.3 Baseline Soil and Groundwater Quality
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:827: identified soil and groundwater conditions are low. However, the following risks
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:834: Figure 2 Exceedance Of Tier 1 Soil Screening Criteria, Redcar
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:835: 11 EXCEEDANCE OF TIER 1 SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:839: Water Soil and Groundwater Baseline SI
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:840: Figure 5 Exceedance Of Tier 1 Soil Screening Criteria, L ackenby
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:841: EXCEEDANCE OF TIER 1 SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:845: Soil and Groundwater Baseline SI
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:846: Figure 8 Exceedance Of Tier 1 Soil Screening Criteria, Cleveland
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:847: EXCEEDANCE OF TIER 1 SOIL
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:851: Soil and Groundwater Baseline SI
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:854: contaminants to the receptor or target generally involves conveyance via soil, water
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:858: evidence of contamination observed in soil and groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:858: and gravel Mild Limited evidence of contam ination observed in soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:858: (i.e. land which drainage or i m p a c t soil an d Monitoring data indicates groundwater flow to east towards Corus Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:858: by Corus) Medium in soil and groundwater.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: (i.e. land which drainage or impact soil and Area located adjacent to SSSI. Elevated copper and total cyanide
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859:storage and use hydraulic fluid, ingestion, inhalation Medium E levated soil PAH in nort h and eastern portions of the area, Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: permeable strata Mild migration. Limited elevated soil P A H d e t e c t e d, although source not
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: and recent sand permeable strata groundwater Limited evidence of soil contamination but absence of groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:861: soils. Possible migration via perched groundwater, however river
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:861: and recent sand permeable strata groundwater Elevated levels of sulphate and sulphide detected in soils. Shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:861: and recent sand permeable strata groundwater Absence of contamination observed in soil and groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: Mild migration. Elevated levels of sulphate and sulphide detected in soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: and recent sand permeable strata groundwater Elevated levels of sulphate and sulphide detected in soil across the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: (i.e. land which drainage or impact soil and Area located adjacent to Corus retained land. Monitoring dat a
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863:s t o r a g e a nd hydraulic fluid, ingestion, inhalation Medium Slightly elevated levels of PAH detected in soils, and elevated TPH
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: Mild migration. Elevated levels of TPH and PAH identified in soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: ballast containing detected in soils across the area. Absence of hardstanding across
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865:s t o r a g e and hydraulic fluid, permeable strata Medium L i m i t e d soil contamination by hydrocarbons observed across the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: and recent sand permeable strata groundwater Limited evidence of soil contamination from hydrocarbons.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: ballast containing ingestion, inhalation M i l d Limited elevated levels of sulphide detected in soils. Site workers
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: Mild migration. Limited evidence of soil contamination and River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: and gravel Mild Absence of contamination in soil. Permeable Made Ground and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: ammoniacal liquor, ingestion, inhalation Medium N o elevated levels of organic contaminants in soils. Site workers
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:868:s t o r a g e and hydraulic fluid, permeable strata M i l d Very limited soil contamination observed across the area. Site
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:868: and recent sand permeable strata groundwater L imited evidence of soil cont amination. Potential downward
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: groundwater and soils but river 1.25km distant.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: (i.e. land which drainage or impact soil and Area located adjacent to Corus retained land. However, limited
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: ammoniacal liquor, ingestion, inhalation Medium No elevated levels of organic contaminants in soils. Site workers
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:870: (i.e. land which drainage or impact soil and Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: and railway ballast detected in soils. Site workers appraised of potential risk and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: of contamination observed in soil and groundwater samples, also
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: deposits classed soil and low permeability clay underlying Made Ground likely to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872:storage and use hydraulic fluid, ingestion, inhalation Mild N o evidence of hydrocarbon contamination observed in soil. Site
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: Mild migration. Negligible evidenc e of contamination detected in soil,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: Mild migration. Evidence of limited sulphate and sulphide soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873:use greases and solvents utilised. Elevated PAH detected in one soil samples, although
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: permeable strata Mild migration. Limited elevated soil PAH detected, however no
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: soils. Possible migration v ia shallow groundwater, but metals in
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: a n d recent sand permeable strata groundwater Limited contamination detected in soil and groundwater. Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: evidence of contamination observed in soil and groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: Marine Alluvium Mild Limited evidence of contamination observed in soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: by Corus) Medium Ground. Limited evidence of contamination identified in soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: creosote, tar, ingestion, inhalation Medium Locally elevated soil PAH in shallow and deep soil , source not
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: permeable strata Mild migration. Locally elevated soil PAH in shallow and deep soil,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:879: by Corus) Mild soil and groundwater.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: metals, alkalinity, d e t e c t e d in soils . S i t e workers would be appraised of potential risks
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: l e a d d e t e c t e d in soils. Possible migration toward River Tees but
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: by Corus) Medium Ground. Limited evidence of contamination identified in soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: (River Tees) permeable strata water Locally elevated soil PAHs and BTEX compounds at east ern side of Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: (Estuarine and permeable strata groundwater Locally elevated soil PAHs and BTEX compounds at eastern side of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: by Corus) Medium Ground. Limited evidence of contamination identified in soil and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: by Corus) Mild evidence of contamination identified in soil and groundwater.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:883: by Corus) Mild soil and groundwater.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: residue, lime slurry, ingestion, inhalation Medium Elevated levels of toxic and phytotoxic metals and organics in soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: (River Tees) p e r m e a b l e s t r a t a, water Elevated levels of toxic and phytotoxic metals and organics in soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: metals, alkalinity, d e t e c t e d in soils . S i t e workers would be appraised of potential risks
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885:(Area 2) creosote, tar, ingestion, inhalation Medium Locally elevated soil PAHs and BTEX compounds in soil. Site Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: (River Tees) permeable strata water Locally elevated soil PAHs and BTEX in soil . Open areas allow Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: (Estuarine and permeable strata groundwater Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: receptors (Tees drainage or s e n s i t iv e S S S I Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: (i.e. land which drainage or adjacent land values Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: metals, alkalinity, d e t e c t e d in soils . S i t e workers would be appraised of potential risks
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: Marine Alluvium Mild d e t e c t e d in soils . No boreholes in this area. Estuarine alluvium and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: and Hartlepool permeable strata Medium d e t e c t e d in soils . No boreholes in this area.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: would be retained permeable strata from pollution d e t e c t e d in soils . Possible migration toward River Tees but
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887:storage and hydraulic fluid, ingestion, inhalation Medium Locally elevated soil PAHs and BTEX compounds in soil. Site
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: (River Tees) permeable strata water Locally elev a t e d soil PAHs and BTEX in soil . Open areas allow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892:EXECUTIVE SUMMARY Soil and Groundwater Baseline Land Quality Condition
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892:landholding at Teesside to a Joint Venture Company. The a widespread basis. Alkaline pH conditions in soils are
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892:survey of soil and groundwater quality of the landholding locations at this site namely the By-Products Plant area and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892:• Soil and groundwater sampling and chemical testing of a risks have been assessed as Medium:
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892:• Baseline characterisation of soil and groundwater quality. Redcar site: potentially contaminated shallow groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892:2 Screening criteria for soils have included published UK CLEA Soil Guideline Values and where values are not available for certain contaminants use has been
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893: soils in the By-Products Plant area.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:the west and northwest of the By-Products Plant in the vicinity areas) contamination in the soil and the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:hydrocarbon contamination identified in soils and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:894: characterisation of soil and groundwater conditions across the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895: Risks arising from identified soil and groundwater con
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:Soils: soils across Lackenby are characterised by uniformly strata and site drainage. Potential targets include humans i.e
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:(Figure 5). Toxic and phytotoxic metals in the soils were below
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:guideline values in shallow soils at the southern part of the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:Hydrocarbons were below guideline values in the soil at the Human Low Principal potential exposure
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:shallow soils, which are most likely as a result of localised (site users) hardstand and building
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:concentrations were also elevated in soils from the eastern Summary Risk Assessment
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:Alkaline soil pH, sulphide and sulphate levels were all Human Low Principal potential exposure
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:3: 9 Appendix H9: Soil and Groundwater Baseline Characterisation Study, Teesside Works,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:5:H2.1 The legislation, policy and documentation applicable to Land Quality and Soil Contamination at
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:5: soil. Science Report SC070009/SR1;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:5: 4 Derivation and use of soil screening values for assessing ecological risks Report – ShARE
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:6: landscapes, sites of biodiversity or geological value and soils; (b) recognising…the wider
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:6: unacceptable levels of soil, air, water or noise pollution or land instability…; and (f) by
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:8: 7 Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:9: Sensitivity Receptors Susceptible to Land Soil and Geological Resources
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:9: Water features deemed to be of high value High quality agricultural soils (Grade 1 and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:9: Ecological features deemed to be of high 2) or soils of high nature conservation or
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:10: Soil/materials disposal required following
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:10: Commercial areas within 50 m of Good quality agricultural soils (Grade 3a) or
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:10: construction works soils of medium conservation or landscape
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:10: Water features deemed to be of medium Soils/materials disposal required following
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:10: development) Moderate or poor quality agricultural soils
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:10: Residential areas >250 m from construction (Grade 3b or 4) or soils of low nature
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:10: Water features deemed to be of low value Soil/materials disposal required following
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:10: Commercial areas within >250 m of Very poor-quality agricultural soils (Grade
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:10: construction works 5) or soils of negligible nature conservation
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:11: Magnitude Receptors Susceptible to Land Soil and Geological Resources
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:11: Substantial acute pollution or long-term volume of surplus soil for off-site
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:11: (Principal Aquifer, groundwater source Classification of surplus soil as
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:11: scale pollution of sensitive water volume of surplus soil for off-site
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:11: pollution of non- sensitive water resources surplus soil for off-site disposal
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:12: resource soil required
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:13: 3 Soil and Ground Contamination – limited soil quality data is available for a number of areas
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:15:H4.10 Prior to commencement of any operation to store or permanently use soil for restoration on any
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:15: soils on site that are classed as a waste will likely be a permitted activity.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:20: Soil sampling and analysis (including metals, TPH
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:25:H4.51 Lead in soil exceeded the Generic Assessment Criteria (GAC) (Category 4 Screening Levels
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:25: identified in 24 of 60 samples with a maximum of 3560mg/kg detected in soil sampled from the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:25: concentrations were detected which could lead to soil being classified as hazardous in about 5-
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:25: determining the requirement or targets for remediation. Despite elevated pH is soils due to
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:26:H4.58 The results of chemical analysis for metals and PAHs benzo(a)pyrene and naphthalene in 11 soil
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:26:H4.59 Asbestos screening was undertaken on soil sampled from 10 locations with no asbestos fibres or
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:28: Compounds (SVOC) and aromatic hydrocarbon contaminants were identified within the soil
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:28: hydrocarbon contaminants were identified within the soil with the potential to impact surface
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:29: disturb the soil and result in dust generation as well as provide opportunities for direct contact
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:29:H5.3 Asbestos screening was undertaken on soil sampled from 10 locations within the former SSI
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:29: generally below commercial end use criteria. Lead in soil exceeded the GAC C4SUL for
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:29: commercial end use (2,300mg/kg) in a total of 12 samples out of >300 soil samples analysed
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:29:H5.5 There was evidence of localised hydrocarbon contamination in soil and groundwater within the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:29: 24 of 60 samples with a maximum of 3560mg/kg detected in soil sampled from the area of the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30:H5.8 Despite elevated pH is soils due to alkaline slag deposits, ground pH was only locally elevated.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30:H5.11 There remains a data gap with respect to groundwater quality and soil leaching potential across
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30: imported clean cover soils will be placed to form a 0.3m capping layer to physically break Made
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30: required for soil deposits. Furthermore, it is assumed that the overall cut and fill balance for the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30: subject to chemical analysis of the arising’s to ensure they are in keeping with the soil chemistry
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:31: ‘Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils’ provided within
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:31: substantial risk to the soil surface water and/or groundwater.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:31: on the site, or during transportation / handling, contamination of local soils, drainage system,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:32: contaminants from soils. Hardstanding will also reduce the potential for any spills or leaks
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:33: 3 Site won and imported clean cover soils will be placed under a controlled methodology,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:33: etc. to minimise direct contact with soils;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:34: 11 routine testing of soils and materials in accordance with the Outline Remedial Strategy
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:35: • Assessment of soil quality with regard to potential Contaminants of Concern in specific
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:35: pathways associated with inhalation of respirable asbestos in soils and materials. Where visible
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:35: and sentenced for off-site disposal. Otherwise, soil materials with detected quantities of asbestos
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:35: fibres in soil are to be placed within the development platform below the capping layer to break
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:35: excavated soils with identified ACM handpicked or segregated from the soil, wherever possible,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:35: and sentenced for off-site disposal. Any areas of the site where soils containing asbestos have
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:35: been permanently placed should have this clearly indicated on the soil audit and also be
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:35: containing soils.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:40: from contamination in Made Ground soils have been set out. The residual significance of the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:41: soil and dust, odour and noise monitoring.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:44: soil. Science Report SC070009/SR1;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:44: 4 Derivation and use of soil screening values for assessing ecological risks Report – ShARE
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:45: 11 Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:12: Grangetown Prairie; storage of soils and its final use in the remediation area
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:19: storage of soils, with the final use of the land entailing regeneration and development (which is
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:5: storage of soils and control of construction related dust; and the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:6: the soil of chemicals and oils; storage areas shall be located 10m
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:7: • Assessment of soil quality with regard to potential
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:14: include details of the soil of chemicals and oils; a requirement that storage areas shall
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:5: risk from, or being adversely affected by, unacceptable levels of soil, air, water or noise
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:8: • Dust deposition, resulting in the soiling of surfaces;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:9: Earthworks refer to the processes of soil stripping, ground levelling, excavation and land
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:9: • Annoyance due to dust soiling;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:9: soiling and PM10 exposure. Human receptors include locations where people spend time and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:28:F5.11 There are ecologically designated sites that may be sensitive to dust soiling and PM10 exposure
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:28: development boundary. As such, the sensitivity of the area to dust soiling has been classified as
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:29: scheme has been classified as Low risk to dust soiling and Low risk to human health impacts
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:29:F5.18 Following the implementation of appropriate mitigation, the effects of dust soiling and effects
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:29: Activity Dust soiling Human health Ecological
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:34:F6.3 Specific mitigation to minimise the risk of dust soiling, human health and ecological impacts of
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:34:F6.4 Following the implementation of appropriate mitigation, the effects of dust soiling and effects
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:34: measures to protect the SSSI from dust soiling.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:7: • Good Practice Guide for Handling Soils (MAFF, 2000);
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:16: Cranfield University’s National Soils Resources Institute Soil type and land use.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:16: Soilscapes website (CSAI, 2020).
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:16: Enviros (2004), Soil and Groundwater Baseline
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:16: Enviros (2004), Soil and Groundwater Baseline Groundwater quality.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:24: m Due to the historic industrial nature of the site and absence of natural surface soils,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:24: soils are not an agricultural resource and are not considered to be a sensitive receptor
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:24: in this aspect. Therefore, a soils impact assessment has not been carried out.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:28: Geology and Soils
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:29: are no natural soil units on site.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: easily transmit pollution to groundwater with high leaching soils). During site preparation
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:42: exposed ground and soil
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:44: pathways of soils possible, with the wider STDC contaminated land remediation
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:44: soils encountered possible, within the wider
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:46: aquifer. Also, the use of site won and imported soil-based material used during construction
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:47: between the potentially contaminated shallow soils (Made Ground) and groundwater. This may
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:48: contaminated soils. This will prevent contamination during storage.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:54: ingress from contaminated soils. This will
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:56: BFIHOST Base Flow Index estimated from soil type
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:56: PROPWET FEH index of proportion of time that soil is wet
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:56: SPRHOST Standard percentage runoff estimated from soil type
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:57: CSAI (2020). Soilscapes Soil Types Viewer - National Soil Resources Institute. Cranfield
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:57: Enviros (2004), Soil and Groundwater Baseline
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:18: the temporary storage of soils and its final use in the remediation and preparation of land for
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:19: Firstly, for engineering operations associated with the temporary storage of soils in mounds,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:19: This permission is of relevance to this EIA insofar as it grants permission for the storage of soil
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:17:9.6 During construction, the use of heavy equipment and activities may disturb the soil and result in
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:17: investigations, further investigations are recommended relating to asbestos, ground gas, soil
R-2020-0357-OOM-NETWORK RAIL.pdf:3:encroachment of foundations onto Network Rail land and soil. There must be no physical encroachment of any
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:4: clay soils, any excavation that exceeds the 2.5m depth below ground level will require an
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:6: a) predicted soil movements and therefore tunnel lining movement at stages of
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: f) potential for outflow of soil into pile bore, reducing support to tunnel lining
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:8: remove a depth of soil greater than 2.5m, the 3rd party must liaise with National Grid to
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:8: continue until soil movement is largely complete or until it is clear that the settlement
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf:3: • soil type with large grain • total site area
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf:3: • potentially dusty soil type
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf:3: • <5 heavy earth moving • moderately dusty soil type
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf:4: Sensitivity of the Area to Dust Soiling Effects
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf:4: Table 2: Sensitivity of the area to dust soiling effects
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:19:9.6 During construction, the use of heavy equipment and activities may disturb the soil and result in
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:20: investigations, further investigations are recommended relating to asbestos, ground gas, soil
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:15:D4.21 Areas of modified grassland are presumed to be present where a layer of soil covers coal or other
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:15: substrates. Low mounds of tipped soil are present in the north of the proposed development
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:18: associated with previous industrial activity are present in the soil substrate; refer to Chapter H
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf:18:J5.4 Excavation material would comprise inert soils and stones and Made Ground. In line with the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:27:BFIHOST Base Flow Index estimated from soil type
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:27:PROPWET FEH index of proportion of time that soil is wet
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:27:SPRHOST Standard percentage runoff estimated from soil type
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: high-leaching soils and the absence of low-permeability superficial deposits.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix D - July 2020.pdf:26: 1 Known history of disturbance at the site or evidence that soil has been removed or severely
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix D - July 2020.pdf:26: very thin layer of soil so that the surface may be loose but with certain exceptions this is merely
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix D - July 2020.pdf:26: currently unvegetated, but the soil surface is not sealed with impervious materials’. INCA have
R-2020-0357-OOM-Planning Statement - July 2020.pdf:10: the temporary storage of soils and its final use in the remediation and preparation of land for
R-2020-0357-OOM-Planning Statement - July 2020.pdf:10: Firstly, for engineering operations associated with the temporary storage of soils in mounds,
R-2020-0357-OOM-Planning Statement - July 2020.pdf:10:2.30 The application noted that the volume of soil that will be stored in temporary mounds is capable
R-2020-0357-OOM-Planning Statement - July 2020.pdf:11: levels, subject to local variations and low spots. Where the soil is to be used as part of
R-2020-0357-OOM-Planning Statement - July 2020.pdf:11: explained that the cumulative impacts of using the soils as part of wider development activities
R-2020-0357-OOM-Planning Statement - July 2020.pdf:11:2.31 Although the consent grants permission for the spreading of soil across much of the South Bank
R-2020-0357-OOM-Planning Statement - July 2020.pdf:11: “Prior to the final use of the soils in the implementation of this planning permission, further
R-2020-0357-OOM-Planning Statement - July 2020.pdf:11: respect of those areas where the soils are to be used for ground preparation and remediation
R-2020-0357-OOM-Planning Statement - July 2020.pdf:37: contaminated soils. This will prevent contamination during storage.
R-2020-0357-OOM-Planning Statement - July 2020.pdf:46: embedded into the design of the scheme. Excavation material would comprise soil, clay, stone
R-2020-0357-OOM-0357 Contam Land.pdf:2:3 Site won and imported clean cover soils will be placed under a controlled
R-2020-0357-OOM-0357 Contam Land.pdf:2:• Assessment of soil quality with regard to potential Contaminants of Concern in
R-2020-0357-OOM-0357 Contam Land.pdf:2:overall etc. to minimise direct contact with soils;
R-2020-0357-OOM-0357 Contam Land.pdf:3:11 routine testing of soils and materials in accordance with the Outline Remedial
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:14: Grangetown temporary storage of soils and its
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:22: Appendix H9: Soil and Groundwater Baseline
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:23: water, land, soil and biodiversity) used;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:23: emissions (such as water, air, soil and subsoil pollution, noise,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:24: (for example land take), soil (for example organic matter,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:24: (b) the use of natural resources, in particular land, soil, water
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:30: assessing the significance of impacts on socioeconomics and soil). In these situations,
R-2020-0357-OOM-Officer report.pdf:24:encroachment of foundations onto Network Rail land and soil. There must be
R-2020-0357-OOM-Officer report.pdf:31:3 Site won and imported clean cover soils will be placed under a controlled
R-2020-0357-OOM-Officer report.pdf:32:• Assessment of soil quality with regard to potential Contaminants of Concern
R-2020-0357-OOM-Officer report.pdf:32:cream, overall etc. to minimise direct contact with soils;
R-2020-0357-OOM-Officer report.pdf:32:11 routine testing of soils and materials in accordance with the Outline
R-2020-0357-OOM-Officer report.pdf:39: socioeconomics and soil)
R-2020-0357-OOM-Officer report.pdf:65:There are ecologically designated sites that may be sensitive to dust soiling
R-2020-0357-OOM-Officer report.pdf:65:Activity Dust soiling Human health Ecological
R-2020-0357-OOM-Officer report.pdf:66:risk of dust soiling, human health and ecological matters. These are set out in
R-2020-0357-OOM-Officer report.pdf:72:suitably protected against ingress from contaminated soils. This will prevent
R-2020-0357-OOM-Officer report.pdf:73:Appendix H9: Soil and Groundwater Baseline Characterisation Study,
R-2020-0357-OOM-Officer report.pdf:74: Lead levels in soils
R-2020-0357-OOM-Officer report.pdf:74: Hydrocarbon contamination in soil and groundwater
R-2020-0357-OOM-Officer report.pdf:75:would pose a risk to soil surface or groundwater. B2 and B8 uses do
R-2020-0357-OOM-Officer report.pdf:76: Site won and imported clean cover soils will be placed under a
R-2020-0357-OOM-Officer report.pdf:78:to impacts from contamination in Made Ground soils have been set out. The
R-2020-0357-OOM-Officer report.pdf:87:Excavation material would comprise inert soils and stones and Made Ground.
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 2).PDF:8: Soil Ro carriageway and footway
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 2).PDF:8: Soil
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 2).PDF:8: Soil Tarmac ith
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 2).PDF:8: Soil O
R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:19: • Assessment of soil quality with regards
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:17:that soils from the proposed development site will be taken and stored somewhere
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:23:and northern moors where the soil is less free draining. On the western, southern
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:23:and central moors where the soil is free draining, the site contains the Annex I
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:35:the STDC site. As soils from the proposed development site may be stored in one
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:37:from soil storage in other areas of the STDC have not been assessed further in this
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:39: soils and its final use
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:41:mitigate any accidents including but not limited to spills, storage of soils and
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:45:Six locations for the potential storage of soil were assessed and any likely
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 1).PDF:3:Grangetown Prairie; and temporary storage of soils and its final use in
R-2019-0767-OOM-Chapter 6 HRA Screening Report(1).pdf:10: • This soil will not be removed from the site, but processed on site and returned to
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.4.7 Geology and Soils 117
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.4.8 Land Quality - Soils 118
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:16: • Chapter 8 – Soils, Geology and Contaminated Land
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:51: value and soils (in a manner commensurate with their statutory status or
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:51: soil, air, water or noise pollution or land instability. Development should,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:58: comprises brownfield habitat, which is developing on thin calcareous soils. This is a
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:58: 2. Known history of disturbance at the site or evidence that soil has
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:59: of submerged vegetation, and the soils present were considered highly permeable.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:66: Freshwater Pearl Mussel. As the ponds on site appear polluted and soils present are
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:67: brownfield habitat will be impacted due to the already contaminated nature of the soils
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:67: Any additional pollution whether in the soil or airborne is not expected to cause an
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:70: newts, toads and other species, however, it is evident that the soil on site is highly
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:70: All mitigation and enhancement options will use the existing available low-quality soil
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:70: on site to aid in preserving the habitat types on site. Any soil removed to create
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:70: appropriate to remove soil from the site due to its contaminated nature.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:76: rubble, wood and soil displacement from be provided before from residual impacts.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:118: Land quality, in terms of the baseline condition of the soils and groundwater, and the
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:121: • Good Practice Guide for Handling Soils (MAFF, 2000);
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:121: Human health Unacceptable exposure to soil-
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: is generally devoid of natural surface soil resources, and that significant deposits of
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: Laboratory testing of soil samples from these investigations has confirmed that soils are
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: industrial nature of the site and absence of natural surface soils, soils are not an
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: Therefore, a soils impact assessment has not been carried out.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:127: Cranfield University’s National Soils Resources Soil type and land use.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:127: Institute Soilscapes website:
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130:8.4.7 Geology and Soils
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: The UK Soil Observatory viewer indicates that the Soilscapes Mapping for England Wales
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: category for the site is for seasonally wet loamy and clayey soils with naturally high
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:131:8.4.8 Land Quality - Soils
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:134: material. Current proposals involve excavation of site-won soils to depths of
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:135: adjacent to Holme Beck, there is the potential that soils excavated during construction
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:135: adjacent to Holme Beck, there is the potential that soils excavated during construction
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: of site won and imported soil-based material used during construction would comply
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: pollutant linkage between the potentially contaminated shallow soils (Made Ground) and
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: The presence of residual contamination within shallow soils and groundwater, identified
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: exposure to soil-derived contaminants in the form of dusts, vapours and from dermal
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:138: The presence of residual contamination within shallow soils and groundwater, identified
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: soil stockpiles from which water drains and the
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: pathways of soils
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: from soils criteria; and,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: soils during site investigation to characterise soil and
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: Whilst not considered a receptor, soils across the site are proposed to be excavated,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: contaminated soils could be encountered during these activities. The potential for cross-
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: contamination as a result of soil movements would be mitigated following the principles
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: Management Plan. Excavated soils would be chemically tested and screened against
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: assessment criteria to demonstrate the soils are suitable for use prior to re-placement
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: Where the presence of contaminated materials is known or suspected, testing of soil
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: potential contaminants in the soil. Subsequently, verification testing will be undertaken
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:146: dermal contact investigation to characterise soil and groundwater
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:198: unacceptable levels of soil, air, water or noise pollution or land instability. Development
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:237: Site 1 Ground preparation for Soil for Storage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:237: with the ground preparation and temporary storage of soil and
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:247: • Exposure to soil -derived contaminants
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:247: • Exposure to soil -derived contaminants
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:250: brownfield grassland habitats. No imported top soil to be brought onto the site and existing
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:250: soils to be sorted and replaced after enabling works (SDTC).
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:250: • Area B (Archaeology Area) to be covered with existing site won top soil to maintain
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:251:and Contamination be undertaken, which may include additional ground investigation to characterise soil and
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:251: • Minimising the amount of exposed ground and soil stockpiles from which water drains and
R-2019-0767-OOM-Chapter 6 HRA Screening Report.pdf:10: • This soil will not be removed from the site, but processed on site and returned to
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:12:from, or being adversely affected by, unacceptable levels of soil, air, water or noise pollution or land instability.
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:17:– Potential loss of amenity due to dust soiling; and
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:46:The site covers approximately 100,000 m2 and most of this area will require earthworks. The soil type is clayey
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:47:5.1.2.1 Sensitivity of the Study Area to Dust Soiling
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:47:The surrounding industrial area is considered to be of low sensitivity to dust soiling. There is one industrial
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:47:to dust soiling for trackout.
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:47: Dust Soiling Low Low Low
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:47: Dust Soiling Low Risk Low Risk Negligible
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:64: should include regular dust soiling check of surfaces
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:77:Table 54: IAQM guidance on the sensitivity of the area to dust soiling effects on people and property
R-2019-0767-OOM-2019s0951 Ecology Report.pdf:3:2. Known history of disturbance at the site or evidence that soil has been removed or
R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:32: o Exposed bare earth should be covered as soon as possible to prevent soil
R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:32: and soil binding seed mix such as Boston Seed’s EA Special Mixture No.10
R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:32: coverings can be used to cover any exposed earth and prevent soil
R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:33: • Under no circumstances should soils with the potential to contain invasive
R-2019-0767-OOM-Figure 6-5 Ecological Mitigation.pdf:1:The poor-quality thin soils derived from the site amelioration will be replaced
R-2019-0767-OOM-Figure 6-5 Ecological Mitigation.pdf:1:over the surface material. The immature soil horizons will aid the habitat
R-2019-0767-OOM-Figure 6-5 Ecological Mitigation.pdf:1:creation objectives (as the soils will be very low nutrient and not support
R-2019-0767-OOM-Figure 6-4 Ecological Impacts.pdf:1:of the top 2.5m of the site, crushing and replacing. Top soils will be
R-2019-0767-OOM-Appendix B Scoping Response.pdf:1: • Soils, Geology and Contaminated Land
R-2019-0767-OOM-Non Technical Summary_Final.pdf:6:material and soils across the area are proposed to be excavated to a depth of approximately 2.5m,
R-2019-0767-OOM-Non Technical Summary_Final.pdf:7: Soils, Geology and Hydro- Soils are scoped out of the EIA based on the lack of impact to
R-2019-0767-OOM-Non Technical Summary_Final.pdf:8: plants that reflect the disturbed nature of the soils.
R-2019-0767-OOM-Non Technical Summary_Final.pdf:8: The poor quality soils on the former industrial site
R-2019-0767-OOM-Non Technical Summary_Final.pdf:9:The former industrial site shows poor drainage and there are areas of standing water. Soils across
R-2019-0767-OOM-Non Technical Summary_Final.pdf:9:potentially contaminated soils could be
R-2019-0767-OOM-Non Technical Summary_Final.pdf:9:result of soil movements would be mitigated
R-2019-0767-OOM-Non Technical Summary_Final.pdf:10: 1 Soil Storage facilities 7 Teesside Combined Cycle Power Plant (CCPP)
R-2019-0767-OOM-BPM-JBAU-XX-00-RP-EN-0001-S3-P01.01-HRA Report_Issued_2020303.pdf:10: • This soil will not be removed from the site but processed on site and returned to
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:44: Soils, Geology and Contaminated Land
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:49: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:49:development, including, in particular, population, fauna, flora, soil, water, air, climatic factors, material
R-2019-0767-OOM-officer report.pdf:36:appeared polluted, due to the lack of submerged vegetation and the soils
R-2019-0767-OOM-officer report.pdf:41: soils present are highly permeable; it is anticipated that the Holme
R-2019-0767-OOM-officer report.pdf:51:steelworks which has impacted on the present quality of the soils and the
R-2019-0767-OOM-officer report.pdf:53:The presence of residual contamination within shallow soils and groundwater,
R-2019-0767-OOM-officer report.pdf:53:Contamination from the movement of soils will be mitigated by the adoption of
R-2019-0767-OOM-officer report.pdf:74: • Area to be top soiled from site derived material to protect the buried
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:25: ReFH losses are based on the principle that for any given land type there is a range of soil
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:25: moisture capacities. These soil moisture capacities vary linearly between 0 (i.e. fully
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:25: maximum soil capacity Cmax is dependent on catchment descriptor values BFIHOST and
R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf:3: • Soils, Geology and Contaminated Land
R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf:4:Prairie site as below, following detailed desk studies, review of the soils
R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf:5: construction, soil quality assessment, verification testing etc.).
R-2021-0831-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:48: 9 2 Urban -bare ground (bare soil) 1 ha Reedbed (f. good); 1 ha OMH (f. good) 4 15.82 11.82 5.91
R-2021-0831-CD-393340-R_2021_0831_CD-NE_Response.pdf:2:Best and most versatile agricultural land and soils
R-2021-0831-CD-393340-R_2021_0831_CD-NE_Response.pdf:2:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2021-0831-CD-393340-R_2021_0831_CD-NE_Response.pdf:2:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2021-0831-CD-393340-R_2021_0831_CD-NE_Response.pdf:2:developer uses an appropriately experienced soil specialist to advise on, and supervise soil handling,
R-2021-0831-CD-393340-R_2021_0831_CD-NE_Response.pdf:2:including identifying when soils are dry enough to be handled and how to make the best use of soils on
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:29: 9 2 Urban -bare ground (bare soil) good) 4 15.82 11.82 5.91
R-2021-0831-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:44: 9 2 Urban -bare ground (bare soil) 1 ha Reedbed (f. good); 1 ha OMH (f. good) 4 15.82 11.82 5.91
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:4: 3.7.4 Storage of soil, materials and waste …………………………………………………………………………………….15
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:16:3.7.4 Storage of soil, materials and waste
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:3:keeping with the soil chemistry in the shallow Made Ground and do not lead to
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:4: 3.7.4 Storage of soil, materials and waste …………………………………………………………………………………….15
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:16:3.7.4 Storage of soil, materials and waste
R-2022-0454-CD-PN 0454.pdf:1:keeping with the soil chemistry in the shallow Made Ground and do not lead to
R-2022-0454-CD-CON LAND 0454.pdf:1:keeping with the soil chemistry in the shallow Made Ground and do not lead to
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:1: PREPARATION AND TEMPORARY STORAGE OF SOILS AND ITS
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:3:3. With the exception of soils used to level ground required to host the
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:3: temporary storage mounds hereby approved, all soils placed into the
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:4:8. None of the soils placed into the temporary storage mounds hereby approved
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:4: of the impacts of transporting soils upon the public highway network is
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:4: identifies mitigation measures required to manage the movement of soils on
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:4:9. Prior to the final use of the soils in the implementation of this planning
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:4: soils are to be used for ground preparation and remediation works. The
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:4: harm to biodiversity cannot be avoided as a result of the final use of the soils,
R-2021-0057-VC-ApplicationFormRedacted.pdf:2:Demolition of structures and engineering operations associated with ground preparation and temporary storage of soils and its final use in the remediation and
R-2021-0057-VC-ApplicationFormRedacted.pdf:3:To reflect a further location identified for the storage of soil
R-2021-0057-VC-email.pdf:11:documentation. However, in some locations, the cover may have been reduced by factors such as soil
R-2021-0057-VC-Officer report _R20210057VC.pdf:1: OF SOILS AND ITS FINAL USE IN THE
R-2021-0057-VC-Officer report _R20210057VC.pdf:1:storage of soils and its final use in the remediation and preparation of land for
R-2021-0057-VC-Officer report _R20210057VC.pdf:2:associated with ground preparation and temporary storage of soils and its
R-2021-0057-VC-Officer report _R20210057VC.pdf:6:assessment of the impacts of transporting soils upon the public highway shall
R-2021-0057-VC-Officer report _R20210057VC.pdf:6:The proposed storage and use of imported soils will, therefore, form part of a
R-2021-0057-VC-Officer report _R20210057VC.pdf:6:Initial testing of the soils to assess its suitability for use as a capping material
R-2021-0057-VC-Officer report _R20210057VC.pdf:9:3. With the exception of soils used to level ground required to host the
R-2021-0057-VC-Officer report _R20210057VC.pdf:9: temporary storage mounds hereby approved, all soils placed into the
R-2021-0057-VC-Officer report _R20210057VC.pdf:10:8. None of the soils placed into the temporary storage mounds hereby
R-2021-0057-VC-Officer report _R20210057VC.pdf:10: an assessment of the impacts of transporting soils upon the public
R-2021-0057-VC-Officer report _R20210057VC.pdf:10: manage the movement of soils on the public highway network.
R-2021-0057-VC-Officer report _R20210057VC.pdf:10:9. Prior to the final use of the soils in the implementation of this planning
R-2021-0057-VC-Officer report _R20210057VC.pdf:10: where the soils are to be used for ground preparation and remediation
R-2021-0057-VC-Officer report _R20210057VC.pdf:10: of the final use of the soils, appropriate mitigation including by way of on
R-2021-0057-VC-60686_S.73 cover letter_Jan 2021.PDF:1:relating to the planning permission granted for the storage and use of soils across areas of land within the
R-2021-0057-VC-60686_S.73 cover letter_Jan 2021.PDF:1:storage of soils and its final use in the remediation and preparation of land for regeneration and
R-2021-0057-VC-60686_S.73 cover letter_Jan 2021.PDF:1:quantities of residual clean soil (Redcar mudstone) arisings from the excavation of the tunnels forming the
R-2021-0057-VC-60686_S.73 cover letter_Jan 2021.PDF:1:The soils received are to be situated in storage mounds for a temporary period of up to 10 years from the date
R-2021-0057-VC-60686_S.73 cover letter_Jan 2021.PDF:1:of the planning permission. Throughout this ten-year period, soils will be taken from the temporary storage
R-2021-0057-VC-60686_S.73 cover letter_Jan 2021.PDF:1:XX-PLA-0002 Rev. A), in addition to those areas already approved. Storing soils in this location will make
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:6: In addition to the initial six locations for temporary storage of imported soil material
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:6: These areas at South Bank are for the temporary storage of imported soil material as
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:10: for the temporary storage of imported soil material at the South Bank area.
R-2021-0057-VC-NGN.pdf:4: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.
R-2021-0725-CD-STDC_HWY-ATK-HGN-PR-TQ-CH-000024.pdf:1: D. Weight of soil = 18kN/M2.
R-2020-0743-CD-Redcar - MPA Area Summary.pdf:4: • Shallow soils (31 Trial Pits)
R-2020-0743-CD-Redcar - MPA Area Summary.pdf:4: • Deep Soils Ground and Surface Water
R-2020-0743-CD-Redcar - MPA Area Summary.pdf:5:GI Findings - Soil Quality Contaminant of Concern
R-2020-0743-CD-Redcar - MPA Area Summary.pdf:6:• Minor exceedances of WQS in soil leachate from Made
R-2020-0743-CD-Redcar - MPA Area Summary.pdf:6: are consistent with soil leachate analysis results
R-2020-0743-CD-Redcar - MPA Area Summary.pdf:7:given the homogeneity of the soils identified.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:1:Phase II Environmental Site Assessment (Shallow Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:5: Selection of Soil GAC ……………………………………………………………………………………………………….. 13
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:5: Soil Quality Screening ………………………………………………………………………………………………………. 14
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:5: Asbestos in Soil ………………………………………………………………………………………………………………..15
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:5: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….15
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:5: Soil Leachate …………………………………………………………………………………………………………………… 16
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:6:GQRA – Summary of Soil Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:6:GQRA – Summary of Soil Leachate Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:7:two phases, an initial investigation of shallow soils (this phase) and a subsequent investigation of deeper soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:7: risks associated with the site considering the findings of the initial shallow soils investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:7: risks associated with the site considering the findings of the subsequent deep soils and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:7:(SPR) linkages identified by the CSM in relation to shallow soils at the site. Where significant, and potentially
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:9:of the site investigation works by AEG4291 Metal Processing Area Shallow Soils Investigation (Final Report)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:9: • Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:11: iron rich areas. Slag is estimated to comprise 75 - 100% of the soil matrix, weighted towards the latter.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:11: demolition materials, slag was not the dominant constituent although often still present within the soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:14:assessed based on the likely source. This report is focused on shallow soils and does not fully assess the risks
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:14:to Controlled Waters however, soil leachate testing was conducted to give an indication of risk.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:14:sulphate concentrations. Soil samples were on average strongly alkaline ranging between pH 9.8 and 12.7.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15:alkaline and lower than the corresponding soil samples.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15:Concentrations of PAH were measured in 29 of the 32 soil samples analysed, and in all eight samples of soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15:Concentrations of TPH were measured in 14 of the 32 soil samples analysed at concentrations ranging
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15:Total petroleum hydrocarbons were not measured above the method detection limit (MDL) in soil leachate.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15:No elevated concentrations of VOC, SVOC, or PCBs were measured in any of the soil samples with the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15:• Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15:• During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15: in relation to soil would be considered potentially active. Given the depth to groundwater (greater than 4.5m
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15:• Direct contact pathways with soils could be active throughout a potential redevelopment; typical mitigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:15:• Leaching of contaminants in the shallow soils to groundwater within the Tidal Flat Deposits is considered
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:19:Quantitative assessment of risks arising from soil and groundwater contamination are assessed in accordance
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:19: Selection of Soil GAC
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:19: A. Vapour inhalation of indoor and outdoor air from volatile contaminants in soils, (potential CoC
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:19: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:20:Soil organic matter recorded in 32No. soil samples obtained from the site ranged from 0.2 to 4.2 % SOM. As
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:20:The selected human health GAC for soil are presented in Appendix E:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:20: Soil Quality Screening
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:20:Contaminant concentrations in soil samples have been compared with the soil GAC in Appendix E.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:20:None of concentrations of CoC measured in the 32 soils samples were in excess of the soil GAC for the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:20:risk to human health from these CoC in shallow soils. The maximum recorded concentrations in soil for all
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:20:polychlorinated biphenyls (PCBs) and VOCs were recorded below the method detection limit (MDL) in all soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:20:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21: Asbestos in Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:A total of 32No. soils samples were screened by polarised light microscopy in accordance with HSG248 for
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21: Qualitative Risk Assessment for Substances in Soil without GACs
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:available, but were recorded at less than the MDL in all soil samples. Based on a review of the MDLs, these
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:naturally in soil and some are biologically required nutrients. They may be elevated above natural levels where
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:slag and other steelmaking wastes are incorporated into soil due to the site’s former use, particularly
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:be unsuitable as a growing medium and some form of capping with “clean” soil is likely to be incorporated into
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:None of the potential contaminants of concern analysed in the soil samples were in excess of available GAC
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:linkages are not considered active for shallow soils and are unlikely to pose a significant risk to human health.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:and therefore pollutant linkage D (inhalation of dust) is considered potentially active as surface soils may
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22:At this point only a partial assessment of pollutant linkage 1 has been undertaken as the shallow soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22: Soil Leachate
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22:The results of 10No. soil leachate tests were compared to the WQS as shown in Appendix F. Contaminant
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:24:for DWS); direct comparison with soil leachate results is a conservative assessment as it does not take into
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:commercial redevelopment scenario and therefore further assessment of the contaminants in shallow soils is
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:contact with soil and/or groundwater. Substances such as dissolved metals, sulphate, cations, phenols and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:in the soil samples collected from the site have not been identified in excess of the UKWIR criteria however it
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:is noted the Made Ground at the site can be alkaline (up to a pH of 12). Additional analysis of soil along any
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:27:Heavy metals have been recorded in soil and dissolved in soil leachate samples across the site. These are
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:27:Potential risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:27:of soils on the site. Soil pH was noted to be strongly basic / alkaline. Contaminants without GACs have been
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:27:Asbestos fibres in shallow soils in areas without buildings or hardstanding has the potential to become airborne
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:27:contaminated soils, damping down and appropriate Personal Protective Equipment (PPE) may be sufficient to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:27:Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples from Made
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:28: 2. Assessment of deep soils, ground and surface water should be undertaken prior to redevelopment to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:28: monitoring of shallow soils should carried out prior to redevelopment to quantify the ground gas risk
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:33: Soil Source
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:36:AEG Data - 4291 Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:37: Soil Source
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:38: SHALLOW SOILS INVESTIGATION
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:40: METAL PROCESSING AREA SHALLOW SOILS INVESTIGATION
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:40: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:41: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:42: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:43: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:44: Methods of Test for Soils for Civil Engineering Purposes
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:44: BS EN ISO 14688-1:2018 & 14688-2:2018 Identification and Classification of Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:44:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:44:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:44: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:45:Representative samples of soil were obtained from the trial pits and were taken to the laboratory for selected
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:45: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:46: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:47: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:48: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:50:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:51:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:51: symbols for soil and rock.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:51:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:51:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:54:Main Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:55:ES Environmental soil sample.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:55:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:57: Soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:57:Note: Composite soil types will be
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:59: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:61: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:62: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:63: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:64: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:65: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:66: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:67: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:68: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:69: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:70: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:71: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:72: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:73: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:74: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:75: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:76: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:77: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:78: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:79: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:80: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:81: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:82: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:83: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:84: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:85: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:86: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:87: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:88: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:89: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:90: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:91: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:92: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:93: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:94: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:95: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:96: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:97: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:98: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:99: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:100: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:101: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:102: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:103: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:104: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:105: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:106: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:107: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:108: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:109: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:110: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:111: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:112: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:113: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:114: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:115: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:116: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:117: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:118: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:119: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:120: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:121: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:122: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:123: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:124: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:125: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:126: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:127: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:128: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:129: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:130: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:131: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:132: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:133: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:134: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:135: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:136: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:137: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:138: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:139: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:140: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:141: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:142: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:143: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:144: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
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R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:146: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:147: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:148: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:149: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:150: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:151: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:152: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:153: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:160: Project Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:160:Contract: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:161: Project Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:161:Contract: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:162: Project Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:162:Contract: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:278: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:278: Description 37 Soil samples, 10 Leachate samples.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:279: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:280: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:281: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:1:Phase II Environmental Site Assessment (Shallow Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:5: Selection of Soil GAC ……………………………………………………………………………………………………….. 13
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:5: Soil Quality Screening ………………………………………………………………………………………………………. 14
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:5: Asbestos in Soil ……………………………………………………………………………………………………………….. 15
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:5: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….15
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:5: Soil Leachate …………………………………………………………………………………………………………………… 16
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:6:GQRA – Summary of Soil Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:6:GQRA – Summary of Soil Leachate Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:7:two phases, an initial investigation of shallow soils (this phase) and a subsequent investigation of deeper soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:7: risks associated with the site considering the findings of the initial shallow soils investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:7: risks associated with the site considering the findings of the subsequent deep soils and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:7:(SPR) linkages identified by the CSM in relation to shallow soils at the site. Where significant, and potentially
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:9:of the site investigation works by AEG4291 Metal Processing Area Shallow Soils Investigation (Final Report)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:9: • Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:11: iron rich areas. Slag is estimated to comprise 75 - 100% of the soil matrix, weighted towards the latter.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:11: demolition materials, slag was not the dominant constituent although often still present within the soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:14:assessed based on the likely source. This report is focused on shallow soils and does not fully assess the risks
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:14:to Controlled Waters however, soil leachate testing was conducted to give an indication of risk.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:14:sulphate concentrations. Soil samples were on average strongly alkaline ranging between pH 9.8 and 12.7.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15:alkaline and lower than the corresponding soil samples.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15:Concentrations of PAH were measured in 29 of the 32 soil samples analysed, and in all eight samples of soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15:Concentrations of TPH were measured in 14 of the 32 soil samples analysed at concentrations ranging
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15:Total petroleum hydrocarbons were not measured above the method detection limit (MDL) in soil leachate.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15:No elevated concentrations of VOC, SVOC, or PCBs were measured in any of the soil samples with the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15:• Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15:• During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15: in relation to soil would be considered potentially active. Given the depth to groundwater (greater than 4.5m
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15:• Direct contact pathways with soils could be active throughout a potential redevelopment; typical mitigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:15:• Leaching of contaminants in the shallow soils to groundwater within the Tidal Flat Deposits is considered
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:19:Quantitative assessment of risks arising from soil and groundwater contamination are assessed in accordance
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:19: Selection of Soil GAC
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:19: A. Vapour inhalation of indoor and outdoor air from volatile contaminants in soils, (potential CoC
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:19: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:20:Soil organic matter recorded in 32No. soil samples obtained from the site ranged from 0.2 to 4.2 % SOM. As
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:20:The selected human health GAC for soil are presented in Appendix E:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:20: Soil Quality Screening
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:20:Contaminant concentrations in soil samples have been compared with the soil GAC in Appendix E.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:20:None of concentrations of CoC measured in the 32 soils samples were in excess of the soil GAC for the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:20:risk to human health from these CoC in shallow soils. The maximum recorded concentrations in soil for all
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:20:polychlorinated biphenyls (PCBs) and VOCs were recorded below the method detection limit (MDL) in all soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:20:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21: Asbestos in Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:A total of 32No. soils samples were screened by polarised light microscopy in accordance with HSG248 for
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21: Qualitative Risk Assessment for Substances in Soil without GACs
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:available, but were recorded at less than the MDL in all soil samples. Based on a review of the MDLs, these
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:naturally in soil and some are biologically required nutrients. They may be elevated above natural levels where
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:slag and other steelmaking wastes are incorporated into soil due to the site’s former use, particularly
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:be unsuitable as a growing medium and some form of capping with “clean” soil is likely to be incorporated into
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:None of the potential contaminants of concern analysed in the soil samples were in excess of available GAC
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:linkages are not considered active for shallow soils and are unlikely to pose a significant risk to human health.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:and therefore pollutant linkage D (inhalation of dust) is considered potentially active as surface soils may
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22:At this point only a partial assessment of pollutant linkage 1 has been undertaken as the shallow soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22: Soil Leachate
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22:The results of 10No. soil leachate tests were compared to the WQS as shown in Appendix F. Contaminant
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:24:for DWS); direct comparison with soil leachate results is a conservative assessment as it does not take into
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:commercial redevelopment scenario and therefore further assessment of the contaminants in shallow soils is
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:contact with soil and/or groundwater. Substances such as dissolved metals, sulphate, cations, phenols and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:in the soil samples collected from the site have not been identified in excess of the UKWIR criteria however it
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:is noted the Made Ground at the site can be alkaline (up to a pH of 12). Additional analysis of soil along any
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:27:Heavy metals have been recorded in soil and dissolved in soil leachate samples across the site. These are
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:27:Potential risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:27:of soils on the site. Soil pH was noted to be strongly basic / alkaline. Contaminants without GACs have been
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:27:Asbestos fibres in shallow soils in areas without buildings or hardstanding has the potential to become airborne
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:27:contaminated soils, damping down and appropriate Personal Protective Equipment (PPE) may be sufficient to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:27:Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples from Made
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:28: 2. Assessment of deep soils, ground and surface water should be undertaken prior to redevelopment to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:28: monitoring of shallow soils should carried out prior to redevelopment to quantify the ground gas risk
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:33: Soil Source
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:36:AEG Data - 4291 Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:37: Soil Source
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:38: SHALLOW SOILS INVESTIGATION
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:40: METAL PROCESSING AREA SHALLOW SOILS INVESTIGATION
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:40: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:41: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:42: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:43: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:44: Methods of Test for Soils for Civil Engineering Purposes
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:44: BS EN ISO 14688-1:2018 & 14688-2:2018 Identification and Classification of Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:44:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:44:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:44: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:45:Representative samples of soil were obtained from the trial pits and were taken to the laboratory for selected
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:45: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:46: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:47: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:48: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:50:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:51:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:51: symbols for soil and rock.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:51:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:51:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:54:Main Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:55:ES Environmental soil sample.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:55:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:57: Soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:57:Note: Composite soil types will be
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:59: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:61: | Contract Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:62: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:63: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:64: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:65: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:66: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:67: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:68: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:69: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:70: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:71: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:72: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:73: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:74: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:75: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:76: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:77: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:78: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:79: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:80: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:81: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:82: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:83: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:84: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:85: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:86: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:87: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:88: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:89: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:90: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:91: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:92: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:93: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:94: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:95: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:96: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:97: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:98: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:99: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:100: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:101: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:102: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:103: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:104: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:105: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:106: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:107: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:108: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:109: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:110: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:111: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:112: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:113: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:114: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:115: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:116: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:117: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:118: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:119: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:120: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:121: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:122: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:123: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:124: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:125: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:126: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:127: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:128: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:129: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:130: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:131: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:132: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:133: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:134: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:135: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:136: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:137: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:138: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:139: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:140: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:141: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:142: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:143: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:144: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:145: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:146: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:147: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:148: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:149: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:150: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:151: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:152: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:153: Metal Processing Area Shallow Soils Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:160: Project Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:160:Contract: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:161: Project Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:161:Contract: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:162: Project Title: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:162:Contract: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:278: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:278: Description 37 Soil samples, 10 Leachate samples.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:279: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:280: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:281: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:282: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:283: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:284: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:285: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:286: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:287: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:288: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:289: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:290: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:291: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:292: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:293: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:294: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:295: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:296: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:297: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:298: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:299: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:300: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:301: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:302: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:303: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:304: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:305: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:306: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:307: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:308: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:309: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:310: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:311: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:312: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:313: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1694833 MPA_AUK_TP119 3 1 MPA_AUK_TP119_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1694834 MPA_AUK_TP114 2A MPA_AUK_TP114_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1694835 MPA_AUK_TP109 3 0.9 MPA_AUK_TP109_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1694836 MPA_AUK_TP116 3 0.8 MPA_AUK_TP116_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1694837 MPA_AUK_TP115 3 0.6 MPA_AUK_TP115_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1695460 MPA_AUK_TP123 3 1 MPA_AUK_TP123_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1695461 MPA_AUK_TP120 3 0.8 MPA_AUK_TP120_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1695462 MPA_AUK_TP121 3 0.8 MPA_AUK_TP121_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1695463 MPA_AUK_TP122 3 0.7 MPA_AUK_TP122_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1695464 MPA_AUK_TP124 3 0.8 MPA_AUK_TP124_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1695465 MPA_AUK_TP125 3 0.8 MPA_AUK_TP125_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1696136 MPA_AUK_TP106 3 1 MPA_AUK_TP106_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1696137 MPA_AUK_TP107 3 0.9 MPA_AUK_TP107_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1696138 MPA_AUK_TP112 3 0.9 MPA_AUK_TP112_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1696139 MPA_AUK_TP113 3 0.9 MPA_AUK_TP113_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1696140 MPA_AUK_TP117 3 0.6 MPA_AUK_TP117_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1696141 MPA_AUK_TP118 3 0.8 MPA_AUK_TP118_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1699073 MPA_AUK_TP126 3 0.8 MPA_AUK_TP126_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1699074 MPA_AUK_TP127 3 0.9 MPA_AUK_TP127_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1699075 MPA_AUK_TP128 3 0.9 MPA_AUK_TP128_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1699076 MPA_AUK_TP129 3 1.1 MPA_AUK_TP129_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1699077 MPA_AUK_TP130 3 0.6 MPA_AUK_TP130_SO_ SOIL Chrysotile Small Bundles of Chrysotile Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1699078 MPA_AUK_TP102A 3 1 MPA_AUK_TP102A_SO SOIL Chrysotile Large bundle of Chrysotile present Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1699079 MPA_AUK_TP110 3 1 MPA_AUK_TP110_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1699080 MPA_AUK_TP111 3 1.2 MPA_AUK_TP111_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1705062 MPA_AUK_TP101 3 0.9 MPA_AUK_TP101_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1705063 MPA_AUK_TP101 9 3.5 MPA_AUK_TP101_SO_ SOIL Chrysotile small bundles of Chrysotile Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:314:1705064 MPA_AUK_TP102 3 0.6 MPA_AUK_TP102_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1705065 MPA_AUK_TP103 3 0.8 MPA_AUK_TP103_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1705066 MPA_AUK_TP104 3 1 MPA_AUK_TP104_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1705067 MPA_AUK_TP105 3 1 MPA_AUK_TP105_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1705068 MPA_AUK_TP108 3 1 MPA_AUK_TP108_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740101 SSA A 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740102 SSD D 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740103 SSC C 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740104 SSE E 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740105 SSB B 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:316: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:316: Sample Type SOIL SOIL SOIL
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317: Contract Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1694833 MPA_AUK_TP119 1 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1694834 MPA_AUK_TP114 0.8 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1694835 MPA_AUK_TP109 0.9 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1694836 MPA_AUK_TP116 0.8 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1694837 MPA_AUK_TP115 0.6 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1695460 MPA_AUK_TP123 1 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1695461 MPA_AUK_TP120 0.8 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1695462 MPA_AUK_TP121 0.8 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1695463 MPA_AUK_TP122 0.7 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1695464 MPA_AUK_TP124 0.8 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1695465 MPA_AUK_TP125 0.8 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1696136 MPA_AUK_TP106 1 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1696137 MPA_AUK_TP107 0.9 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1696138 MPA_AUK_TP112 0.9 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1696139 MPA_AUK_TP113 0.9 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1696140 MPA_AUK_TP117 0.6 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1696141 MPA_AUK_TP118 0.8 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1699073 MPA_AUK_TP126 0.8 SOIL 13/07/20 GJ 250ml x2, GJ 60ml x2, PT 500ml
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1699074 MPA_AUK_TP127 0.9 SOIL 10/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1699075 MPA_AUK_TP128 0.9 SOIL 10/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1699076 MPA_AUK_TP129 1.1 SOIL 13/07/20 GJ 250ml x2, GJ 60ml x2, PT 500ml
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1699077 MPA_AUK_TP130 0.6 SOIL 10/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1699078 MPA_AUK_TP102A 1 SOIL 13/07/20 GJ 250ml x2, GJ 60ml x2, PT 500ml
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1699079 MPA_AUK_TP110 1 SOIL 13/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1699080 MPA_AUK_TP111 1.2 SOIL 10/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:317:1705062 MPA_AUK_TP101 0.9 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318: Contract Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1705063 MPA_AUK_TP101 3.5 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1705064 MPA_AUK_TP102 0.6 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1705065 MPA_AUK_TP103 0.8 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1705066 MPA_AUK_TP104 1 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1705067 MPA_AUK_TP105 1 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1705068 MPA_AUK_TP108 1 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1740101 SSA 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1740102 SSD 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1740103 SSC 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1740104 SSE 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:318:1740105 SSB 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:319: Contract Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:319:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:319:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:325: ANC is a measure of the buffering capacity of soils and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:325: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:326: BS1377:1990 – Soils for Civil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:326: 1001 Preparation of potentially contaminated soils prior to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:326: This method outlines the procedure used to describe soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:326:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:326:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:326: Content of Soil BS 1377:1990
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:326: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:327:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:327: soils and loose aggregates. HSE
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:327: Organic matter in soil is oxidised with potassium
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:327: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:328: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:328: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:328: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:328: The carbonate present in the soil reacts with a known
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:328: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:328: The chloride in the soil is dissolved in water and the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:328:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:328: 2006 of Soil & Chloride MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:328: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:329: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:329:DETSC pH Value of Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:329: The electrical conductance of a soil suspension in water or
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:329: 2009 In some cases, the soil may need to be extracted with an WEF
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:329: Soil & Water
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:329: soil in saturated calcium sulphate.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:329: Dried, ground soil is transferred to a dry, tared measuring
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:329: 2019 Soil Density contents are then weighed and the density of the soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:330: sulphide in soils and similar matrices
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:330: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:330: Soils: 10mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:330: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:332: Formaldehyde in soil is extracted in water, with a water to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:332: soil ratio of 10:1. The insoluble residue is removed by
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:332:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:332: Liquid samples and aqueous soil extracts are filtered
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:332:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:333: The sulphate and magnesium in the soil are extracted in an
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:333: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:333: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:333: Soil samples are treated with phosphoric acid to expel any
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:334: 2119 Ammonia in Soil MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:334: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:334: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:334: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:334: Soil: 0.2mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:334: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:335: Soils mg/kg:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:337: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:339: Metals in Soil by
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:339: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:339: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:339: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:340: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:341: Sulphur compounds in soil are extracted using aqua regia
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:341: 2320 Soil by ICP
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:341: The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:341: content of Soil by 0.01%
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:341: Sulphur compounds in soil are extracted using aqua regia
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:341:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:342: The mercury is extracted from soil in aqua regia with
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:342: Mercury in Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:342: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:342: Soils are air-dried and crushed before being subjected to a
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:342:DETSC Extraction. Soil: 100µg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:342: Soils, waters and aqueous samples are tested on an as-
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:342:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:343: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:343: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:343: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:343: Matter in Soil The Determination of Material
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: Soils are extracted in dichloromethane (DCM) by
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: National Grid Property Holdings Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: Section 3.12 Soil Analysis: Elemental Water:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: Waters and aqueous extracts of soils are extracted using
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: Soil mg/kg:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: are extracted from soil and water using n-Hexane. The
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: Soils and associated materials are extracted in
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: Soils are extracted into hexane: acetone by shaking. The
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:344: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:345: The PAHs in the soil sample are extracted into hexane:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:345: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:345: Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:345: 10 mg/kg Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:345: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:346:DETSC USEPA Method 8015B – Non- Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:346: BTEX, MTBE and PRO in soils are determined via
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:346:DETSC PRO in Soils by MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:346: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:346: An as-received soil sample is extracted in Hexane:Acetone
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:346:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:348: The SVOCs in the soil sample are extracted into DCM:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:348: Soils by GCMS the appropriate internal standard mass peak area.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:349: 5008 Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:352: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:371:GQRA – Summary of Soil Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:372:Table E1: Soil GAC Protective of Human Health
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:372: Elements present naturally in soil with typically low toxicity
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:373:Table E2: Soil GAC Protective of Human Health
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:373: Elements present naturally in soil with typically low toxicity
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:374:Table F3: Soil GAC Protective of Human Health
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:374: Elements present naturally in soil with typically low toxicity
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:375:GQRA – Summary of Soil Leachate Screen
R-2020-0743-CD-COMPLIANCE DECISION NOTICE.pdf:2: Environmental Site Assessment (Shallow Soils), Arcadis, August 2020 and
R-2020-0743-CD-COMPLIANCE DECISION NOTICE.pdf:2: • An assessment of deep soils, ground and surface water to further
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:1: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:2: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:3: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:4: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:5: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:6: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:7: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:8: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:9: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:10: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:11: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:12: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:13: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:14: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:15: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:16: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:17: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:18: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:19: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:20: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:21: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:22: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:23: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:24: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:25: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:26: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:27: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:28: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:29: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:30: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:31: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:32: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1694833 MPA_AUK_TP119 3 1 MPA_AUK_TP119_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1694834 MPA_AUK_TP114 2A MPA_AUK_TP114_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1694835 MPA_AUK_TP109 3 0.9 MPA_AUK_TP109_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1694836 MPA_AUK_TP116 3 0.8 MPA_AUK_TP116_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1694837 MPA_AUK_TP115 3 0.6 MPA_AUK_TP115_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1695460 MPA_AUK_TP123 3 1 MPA_AUK_TP123_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1695461 MPA_AUK_TP120 3 0.8 MPA_AUK_TP120_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1695462 MPA_AUK_TP121 3 0.8 MPA_AUK_TP121_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1695463 MPA_AUK_TP122 3 0.7 MPA_AUK_TP122_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1695464 MPA_AUK_TP124 3 0.8 MPA_AUK_TP124_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1695465 MPA_AUK_TP125 3 0.8 MPA_AUK_TP125_SO_ SOIL NAD none Colin Patrick
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1696136 MPA_AUK_TP106 3 1 MPA_AUK_TP106_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1696137 MPA_AUK_TP107 3 0.9 MPA_AUK_TP107_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1696138 MPA_AUK_TP112 3 0.9 MPA_AUK_TP112_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1696139 MPA_AUK_TP113 3 0.9 MPA_AUK_TP113_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1696140 MPA_AUK_TP117 3 0.6 MPA_AUK_TP117_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1696141 MPA_AUK_TP118 3 0.8 MPA_AUK_TP118_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1699073 MPA_AUK_TP126 3 0.8 MPA_AUK_TP126_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1699074 MPA_AUK_TP127 3 0.9 MPA_AUK_TP127_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1699075 MPA_AUK_TP128 3 0.9 MPA_AUK_TP128_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1699076 MPA_AUK_TP129 3 1.1 MPA_AUK_TP129_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1699077 MPA_AUK_TP130 3 0.6 MPA_AUK_TP130_SO_ SOIL Chrysotile Small Bundles of Chrysotile Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1699078 MPA_AUK_TP102A 3 1 MPA_AUK_TP102A_SO SOIL Chrysotile Large bundle of Chrysotile present Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1699079 MPA_AUK_TP110 3 1 MPA_AUK_TP110_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1699080 MPA_AUK_TP111 3 1.2 MPA_AUK_TP111_SO_ SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1705062 MPA_AUK_TP101 3 0.9 MPA_AUK_TP101_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1705063 MPA_AUK_TP101 9 3.5 MPA_AUK_TP101_SO_ SOIL Chrysotile small bundles of Chrysotile Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:33:1705064 MPA_AUK_TP102 3 0.6 MPA_AUK_TP102_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1705065 MPA_AUK_TP103 3 0.8 MPA_AUK_TP103_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1705066 MPA_AUK_TP104 3 1 MPA_AUK_TP104_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1705067 MPA_AUK_TP105 3 1 MPA_AUK_TP105_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1705068 MPA_AUK_TP108 3 1 MPA_AUK_TP108_SO_ SOIL NAD none Joanne Luscombe
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740101 SSA A 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740102 SSD D 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740103 SSC C 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740104 SSE E 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740105 SSB B 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:35: Contract Title Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:35: Sample Type SOIL SOIL SOIL
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36: Contract Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1694833 MPA_AUK_TP119 1 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1694834 MPA_AUK_TP114 0.8 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1694835 MPA_AUK_TP109 0.9 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1694836 MPA_AUK_TP116 0.8 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1694837 MPA_AUK_TP115 0.6 SOIL 06/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1695460 MPA_AUK_TP123 1 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1695461 MPA_AUK_TP120 0.8 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1695462 MPA_AUK_TP121 0.8 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1695463 MPA_AUK_TP122 0.7 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1695464 MPA_AUK_TP124 0.8 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1695465 MPA_AUK_TP125 0.8 SOIL 07/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1696136 MPA_AUK_TP106 1 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1696137 MPA_AUK_TP107 0.9 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1696138 MPA_AUK_TP112 0.9 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1696139 MPA_AUK_TP113 0.9 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1696140 MPA_AUK_TP117 0.6 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1696141 MPA_AUK_TP118 0.8 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1699073 MPA_AUK_TP126 0.8 SOIL 13/07/20 GJ 250ml x2, GJ 60ml x2, PT 500ml
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1699074 MPA_AUK_TP127 0.9 SOIL 10/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1699075 MPA_AUK_TP128 0.9 SOIL 10/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1699076 MPA_AUK_TP129 1.1 SOIL 13/07/20 GJ 250ml x2, GJ 60ml x2, PT 500ml
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1699077 MPA_AUK_TP130 0.6 SOIL 10/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1699078 MPA_AUK_TP102A 1 SOIL 13/07/20 GJ 250ml x2, GJ 60ml x2, PT 500ml
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1699079 MPA_AUK_TP110 1 SOIL 13/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1699080 MPA_AUK_TP111 1.2 SOIL 10/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:36:1705062 MPA_AUK_TP101 0.9 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37: Contract Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1705063 MPA_AUK_TP101 3.5 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1705064 MPA_AUK_TP102 0.6 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1705065 MPA_AUK_TP103 0.8 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1705066 MPA_AUK_TP104 1 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1705067 MPA_AUK_TP105 1 SOIL 09/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1705068 MPA_AUK_TP108 1 SOIL 08/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Aliphatics/Aromatics (14 days), BTEX (14 days),
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1740101 SSA 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1740102 SSD 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1740103 SSC 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1740104 SSE 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:37:1740105 SSB 0.00 SOIL 02/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:38: Contract Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:38:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:38:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:44: ANC is a measure of the buffering capacity of soils and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:44: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:45: BS1377:1990 – Soils for Civil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:45: 1001 Preparation of potentially contaminated soils prior to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:45: This method outlines the procedure used to describe soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:45:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:45:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:45: Content of Soil BS 1377:1990
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:45: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:46:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:46: soils and loose aggregates. HSE
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:46: Organic matter in soil is oxidised with potassium
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:46: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:47: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:47: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:47: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:47: The carbonate present in the soil reacts with a known
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:47: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:47: The chloride in the soil is dissolved in water and the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:47:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:47: 2006 of Soil & Chloride MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:47: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:48: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:48:DETSC pH Value of Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:48: The electrical conductance of a soil suspension in water or
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:48: 2009 In some cases, the soil may need to be extracted with an WEF
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:48: Soil & Water
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:48: soil in saturated calcium sulphate.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:48: Dried, ground soil is transferred to a dry, tared measuring
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:48: 2019 Soil Density contents are then weighed and the density of the soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:49: sulphide in soils and similar matrices
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:49: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:49: Soils: 10mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:49: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:51: Formaldehyde in soil is extracted in water, with a water to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:51: soil ratio of 10:1. The insoluble residue is removed by
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:51:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:51: Liquid samples and aqueous soil extracts are filtered
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:51:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:52: The sulphate and magnesium in the soil are extracted in an
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:52: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:52: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:52: Soil samples are treated with phosphoric acid to expel any
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:53: 2119 Ammonia in Soil MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:53: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:53: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:53: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:53: Soil: 0.2mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:53: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:54: Soils mg/kg:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:56: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:58: Metals in Soil by
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:58: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:58: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:58: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:59: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:60: Sulphur compounds in soil are extracted using aqua regia
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:60: 2320 Soil by ICP
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:60: The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:60: content of Soil by 0.01%
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:60: Sulphur compounds in soil are extracted using aqua regia
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:60:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:61: The mercury is extracted from soil in aqua regia with
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:61: Mercury in Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:61: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:61: Soils are air-dried and crushed before being subjected to a
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:61:DETSC Extraction. Soil: 100µg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:61: Soils, waters and aqueous samples are tested on an as-
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:61:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:62: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:62: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:62: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:62: Matter in Soil The Determination of Material
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: Soils are extracted in dichloromethane (DCM) by
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: National Grid Property Holdings Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: Section 3.12 Soil Analysis: Elemental Water:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: Waters and aqueous extracts of soils are extracted using
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: Soil mg/kg:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: are extracted from soil and water using n-Hexane. The
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: Soils and associated materials are extracted in
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: Soils are extracted into hexane: acetone by shaking. The
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:63: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:64: The PAHs in the soil sample are extracted into hexane:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:64: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:64: Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:64: 10 mg/kg Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:64: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:65:DETSC USEPA Method 8015B – Non- Soil:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:65: BTEX, MTBE and PRO in soils are determined via
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:65:DETSC PRO in Soils by MCERTS(Soils)
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:65: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:65: An as-received soil sample is extracted in Hexane:Acetone
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:65:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:67: The SVOCs in the soil sample are extracted into DCM:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:67: Soils by GCMS the appropriate internal standard mass peak area.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:68: 5008 Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:71: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:90:GQRA – Summary of Soil Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:91:Table E1: Soil GAC Protective of Human Health
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:91: Elements present naturally in soil with typically low toxicity
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:92:Table E2: Soil GAC Protective of Human Health
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:92: Elements present naturally in soil with typically low toxicity
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:93:Table F3: Soil GAC Protective of Human Health
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:93: Elements present naturally in soil with typically low toxicity
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:94:GQRA – Summary of Soil Leachate Screen
R-2020-0743-CD-Re-use of Iron Steel Slag Response Letter FINAL.pdf:2:*Only clean naturally occurring soil and mineral based materials may be transported and re-
R-2020-0743-CD-Re-use of Iron Steel Slag Response Letter FINAL.pdf:2:used directly under the CoP. Materials requiring treatment (e.g. contaminated soils requiring
R-2020-0743-CD-Re-use of Iron Steel Slag Response Letter FINAL.pdf:2:help then recover and re-use waste soils.
R-2020-0743-CD-CON LAND 743.pdf:1:I note that several documents including a Shallow Soils Remediation Options
R-2020-0743-CD-ApplicationFormRedacted.pdf:2:4 - Submission of further details relating to the recommendations set out in the Phase 2 Environmental Site Assessment (Shallow Soils), prepared by Arcadis.
R-2020-0743-CD-ApplicationFormRedacted.pdf:3:Phase II Environmental Site Assessment (Shallow Soils), prepared by Arcadis
R-2020-0743-CD-MGE04198 Cont Land.pdf:1:I note that several documents including a Shallow Soils Remediation Options
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:1:Shallow Soils Remediation Options Appraisal and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:2:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:3:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:4:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:4:2.6 Contaminant Distribution in Shallow Soils …………………………………………………………………. 6
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:4:3 SHALLOW SOIL REMEDIATION AND EXCAVATION OBJECTIVES ……… 11
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:4:4 SHALLOW SOIL REMEDIATION TECHNOLOGY SELECTION ……………… 12
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:5:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:5:5 DISCUSSION OF SELECTED SHALLOW SOIL REMEDIATION
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:5:7 ENABLING EARTHWORKS AND SHALLOW SOIL REMEDIATION
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:5: Soil Sampling ………………………………………………………………………………………………………… 20
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:6:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:7:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:7:engineering operations associated with ground preparation and temporary storage of soils and its final
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:7:constraints relating to shallow soil ground conditions identified by the physical ground investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:7:was split into two phases, an initial investigation of shallow soils (this phase) and a subsequent
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:7:investigation of deeper soils and groundwater to be conducted when further certainty on redevelopment
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:7:information to assess feasible remediation strategies to address the active shallow soil source-pathway-
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:7:to develop the final remediation technology selection and design. The shallow soils remediation strategy
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:8:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:8: • Arcadis, The Former Steelworks Redcar: Metals Processing Areas, Shallow Soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:9:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:10:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:11:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:11: soil matrix, weighted towards the latter.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:2.6 Contaminant Distribution in Shallow Soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:The extent of contamination in the shallow soils is summarised below based on the findings of the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:Asbestos in shallow soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:Organic Contaminants in shallow soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:None of concentrations of CoC measured in the 32 shallow soils samples were in excess of the soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:to be a significant risk to human health from these CoC in shallow soils.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples from
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:The ESA for shallow soils developed a conceptual site model (CSM) based on ground investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:13:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:13:The ESA for shallow soils did not assess the risks to human health or built receptors posed by potential
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:13:Assessment of the deep soils and groundwater at the Metal Recovery Processing Area.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:14:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:15:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:15:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:16:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:16: • Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:16: • Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:17:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:17:3 Shallow Soil Remediation and Excavation Objectives
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:17:The aim of the shallow soil remediation works at the site is to address the identified development
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:17:constraints pertaining to environmental ground conditions within the shallow soils and to facilitate
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:17:• Maximise the reuse of excavated soils by making them suitable for use under DoWCoP or WRP.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:18:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:18:4 Shallow Soil Remediation Technology Selection
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:19:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:20:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:20:shallow soil impacts has been used to develop the likely remediation strategies for the shallow soils at
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:20:The top selected technologies for the shallow soils which present a risk to Human Health are presented
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:21:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:21:5 Discussion of Selected Shallow Soil Remediation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:21: • Capping will address asbestos identified in the shallow unsaturated soils;
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:21: • Soil excavation will address all the asbestos identified in the shallow unsaturated soils;
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:21: • Excavation and off-site disposal of impacted soils to landfill will involve significant vehicle and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:22:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:23:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:23:The overall aim of the remediation of shallow soils and parallel enabling earthworks strategy is to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:23: • Provide a robust environmental constraints management strategy for the shallow soils at the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:23: to the shallow soils and positioning the site footprint for redevelopment as a generic commercial
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:23:hydrogeology, and active pollutant linkages for the shallow soils based on the available data collected
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:24:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:24:7 Enabling Earthworks and Shallow Soil Remediation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:24:The strategy for the enabling earthworks and shallow soil remediation of the Metal Recovery Processing
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:24: • Segregation of soils with ACM for appropriate reuse within the remediation scheme;
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:24: • Remediation of soils impacted with contaminants above target levels through capping of
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:25:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:25:In addition to the risk assessment, an MMP will be required detailing where soils where excavated from,
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26: Soil Sampling
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26:subdivided to representative sections, each section will be sub-divided to 6 sub-sections, soils shall be
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:27:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:28:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:28:Remediation Criteria for deep soils and water resources will be defined following the completion of the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:28:deep soil and groundwater Environmental Site Assessment.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:28: Composite soil samples do not exceed the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:28: within soils within the uppermost 0.1m of the following frequency
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:28: Excavation Composite soil samples do not exceed the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:28: Ensure that soils remaining in-situ do not the following frequency
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:28: Soil samples collected at a frequency of
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29: Composite soil samples collected at a
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29:7.3.7.1 Management of Contaminated Soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29:placement of protective cover layers in areas where contaminants in soils are identified above the reuse
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29: • Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29:to control potential dust generation. Soils containing asbestos in excess of the reuse criteria will not be
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29:subject to mechanical screening where free fibres have been detected or are suspected. All soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29:containing asbestos will be managed by maintaining mist sprays to keep the soils wet whilst handled
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:30:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:30:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:30:below the reuse threshold soils may be reused as infill to excavation voids at depths below the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:31:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:32:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:33:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:34:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:34: • Field screening / onsite analysis of soil samples; and,
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:34: • On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:34: • Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:35:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:36:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:40: Soil Source
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:44: Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:45:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:46:Shallow Soil ROA and Remediation Strategy - 1003117
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:47: Contaminants of Concern (CoC) in Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:47: Chemical Oxidation or In Situ Chemical Soil Vapour Extraction In-Situ Thermal In-Situ Thermal Capping Layer to break Ex Situ Bioremediation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:47: Bioventing Reduction Oxidation (ISCO) with potential low thermal Desorption Treatment (Enhanced Source Pathway Amended Biopiles / Ex Situ Soil Washing
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:47: via In Situ Soil Mixing enhancement via Conductive Heating Physical Recovery) Receptor Linkage windrows
R-2020-0743-CD-COMPLIANCE OFFICER REPORT.pdf:1:Environmental Site Assessment (Shallow Soils), Arcadis, August 2020 and the
R-2020-0743-CD-COMPLIANCE OFFICER REPORT.pdf:1:• An assessment of deep soils, ground and surface water to further assess the
R-2020-0743-CD-COMPLIANCE OFFICER REPORT.pdf:2:Phase 2 Environmental Site Assessment - Shallow Soils (17/12/2020)
R-2020-0743-CD-COMPLIANCE OFFICER REPORT.pdf:2:Shallow Soils Remediation Options Appraisal and Remediation Strategy report
R-2020-0743-CD-COMPLIANCE OFFICER REPORT.pdf:2:Phase 2 Environmental Site Assessment Deep Soils and Controlled Waters
R-2020-0743-CD-COMPLIANCE OFFICER REPORT.pdf:2:I note that several documents including a Shallow Soils Remediation Options
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:1:Phase II Environmental Site Assessment Deep Soils and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:3:Metals Processing Area Deep Soils and Controlled Waters, Former Steelworks Redcar, Environmental Site
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Selection of Soil GAC ……………………………………………………………………………………………………….. 19
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Soil Risk Assessment ……………………………………………………………………………………………………….. 20
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Asbestos in Soil ……………………………………………………………………………………………………………….. 21
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….21
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Soil Leachate …………………………………………………………………………………………………………………… 22
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:6:GQRA – Summary of Soil Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:6:GQRA – Summary of Soil Leachate Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:7:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:7:two phases, an initial investigation of shallow soils (completed) and a subsequent investigation of deeper soils
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:7: risks associated with the site considering the findings of the initial shallow soils investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:7: risks associated with the site considering the findings of the subsequent deep soils (>4.5m
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:7:(SPR) linkages identified by the CSM in relation to deep soils and groundwater at the site. Where significant,
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:8:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:9:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:9: (Shallow Soils), prepared by Arcadis for STDC, report ref. 10035117-AUK-XX-XX-RP-ZZ-0125-02-
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:9: • Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:10:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:11:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:12:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:12: iron rich areas. Slag is estimated to comprise 75 - 100% of the soil matrix, weighted towards the latter.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:14:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:15:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:16:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:17:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:18:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:18:assessed based on the likely source. This report is focused on deep soils and does not fully assess the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:18:potential risks associated with shallow soil. Groundwater and soil leachate testing was conducted to consider
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:18:shallow soils investigation, reference should be made to 10035117-AUK-XX-XX-RP-ZZ-0125-02-
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:18:Metals that were identified in all of the soil samples included aluminium, arsenic, barium, boron, chromium,
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:18:lower than the corresponding soil samples.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:Concentrations of PAH were measured in 2 of the 8 soil samples analysed, and in all four samples of soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:Concentrations of TPH were measured in 1 of the 8 soil samples analysed at a concentration of 3000mg/kg
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:Total petroleum hydrocarbons were not measured above the MDL in soil leachate.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:No concentrations of VOC, SVOC, or PCBs considered as elevated were measured in any of the soil samples
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:20:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:21:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:21:• Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:21:• During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:21: depth of cover soils, dermal contact and ingestion pathways in relation to soil would be considered
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:21:• Direct contact pathways with soils could be active throughout a potential redevelopment; typical mitigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:21:• Leaching of contaminants in the shallow soils to groundwater within the Tidal Flat Deposits is considered
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:22:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:23:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:23:A total of 5 samples of slag recovered from trial pits from the shallow soils investigation were submitted for
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:24:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:25:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:25:Quantitative assessment of risks arising from soil and groundwater contamination are assessed in accordance
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:25: Selection of Soil GAC
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:25: A. Vapour inhalation of indoor and outdoor air from volatile contaminants in soils, (potential CoC
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:25: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26:Soil organic matter recorded in 12No. soil samples obtained from the site ranged from 0.2 to 4.1 % SOM. As
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26:The selected human health GAC for soil are presented in Appendix D:
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26: Soil Risk Assessment
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26:Contaminant concentrations in soil samples have been compared with the soil GAC in Appendix D.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26:None of concentrations of CoC measured in the 12 soils samples were in excess of the soil GAC for the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26:risk to human health from these measured concentrations of CoC in deep soils. The maximum recorded
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26:concentrations in soil for all contaminants are listed in Appendix D.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26:polychlorinated biphenyls (PCBs) and VOCs were recorded below the method detection limit (MDL) in all soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:26:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27: Asbestos in Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:A total of 12No. soils samples were screened by polarised light microscopy in accordance with HSG248 for
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:the pollutant linkage D (dust inhalation) is considered to be inactive with respect to asbestos in deep soils.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27: Qualitative Risk Assessment for Substances in Soil without GACs
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:available, but were recorded at less than the MDL in all soil samples. Based on a review of the MDLs, these
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:carbazole. With the exception of total cyanide, and carbazole, these are all elements present naturally in soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:steelmaking wastes are incorporated into soil due to the site’s former use, particularly manganese and iron.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:be unsuitable as a growing medium and some form of capping with “clean” soil is likely to be incorporated into
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28:None of the potential contaminants of concern analysed in the soil or groundwater samples were in excess of
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28:of the data collected, these linkages are not considered active for deep soils and are unlikely to pose a
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28: Soil Leachate
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28:The results of 14No. soil leachate tests were compared to the WQS as shown in Appendix E. Contaminant
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:29:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:29:includes those collected as part of the shallow soils investigation 10035117-AUK-XX-XX-RP-ZZ-0125-02-
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:30:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:31:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:31:for DWS); direct comparison with soil leachate results is a conservative assessment as it does not take into
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:32:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:33:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:34:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:commercial redevelopment scenario and therefore further assessment of the contaminants in deep soils is not
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:of these concentrations were measured in excess of WQS when compared to soil leachate. As such, the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:five of the eleven monitoring wells sampled. Phenol was not measured above the MDL in soil or leachate
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:be related to the soil sampled at the site. Given the location of the site in a heavily industrialised area, it is
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:direct contact with soil and/or groundwater. Substances such as dissolved metals, sulphate, cations, phenols
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:and organic solvents into the pipe. The available chemical data for soil samples has been reviewed against
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:Concentrations of petroleum hydrocarbons, and SVOC measured in some soil samples are above the criteria
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:36:for unprotected PE water pipes with between 8% (SVOC) and 5% (petroleum hydrocarbons) of soil samples
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:37:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:contaminants in deep soils and groundwater. The assessment has been undertaken based on a future generic
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:Heavy metals have been recorded in soil and dissolved in soil leachate samples across the site. These are
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:Potential risks to human health via intake of a range of contaminants from deep soils (Made Ground including
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:been identified from contact with or ingestion of soils on the site based on the current dataset. Soil pH was
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples from Made
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:not all, dissolved contaminants in groundwater are consistent with soil leachate analysis results indicating that
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:that has previously leached from soils.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38: monitoring of shallow soils may need to be carried out prior to redevelopment to quantify the ground
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:39:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:40:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:46: Soil Source
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:47: Soil Source
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:48: Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:49:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:50: Metal Processing Area Shallow Soils Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:51: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:52: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:53: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:54: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:55: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:56: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:57: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:58: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:59: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:60: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:61: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:62: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:63: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:64: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:65: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:66: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:67: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:68: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:69: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:70: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:71: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:72: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:73: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:74: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:75: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:76: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:77: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:78: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:79: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:80: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:81: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:82: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:83: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:84: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:85: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:86: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:87: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:88: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:89: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:90: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:91: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:92: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:93: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:94: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:95: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:96: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:97: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:98: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:99: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:100: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:101: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:102: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:103: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:104: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:105: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:106: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:107: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:108: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:109: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:110: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:111: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:112: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:113: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:114: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:115: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:116: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:117: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:118: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:119: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:120: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:121: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:122: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:123: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:124: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:125: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:126: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:127: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:128: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:129: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:130: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:131: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:132: Metal Processing Area Deep Soil and Groundwater Investigation Exploratory Hole No.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:133: Contract Title Metal Processing Area Deep Soil and Groundwater Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:133: Description 10 Soil samples, 4 Leachate samples.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:134: Contract Title Metal Processing Area Deep Soil and Groundwater Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:135: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:135: Sample Type ES ES ES ES SOIL
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:136: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:136: Sample Type ES ES ES ES SOIL
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:137: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:137: Sample Type ES ES ES ES SOIL
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:138: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:138: Sample Type SOIL ES SOIL SOIL ES
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:139: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:139: Sample Type SOIL ES SOIL SOIL ES
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:140: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:140: Sample Type SOIL ES SOIL SOIL ES
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:141: Metal Processing Area Deep Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:141: Sample Type ES SOIL SOIL
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:142: Metal Processing Area Deep Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:142: Sample Type ES SOIL SOIL
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:143: Metal Processing Area Deep Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:143: Sample Type ES SOIL SOIL
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:144: Metal Processing Area Deep Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:145: Metal Processing Area Deep Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:146: Metal Processing Area Deep Soil
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:Contract Title Metal Processing Area Deep Soil and Groundwater Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1743676 MPA_AUK_BH105 5 MPA_AUK_BH105_SO_0500 SOIL NAD none A Christodoulou
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1743677 MPA_AUK_BH105 8 MPA_AUK_BH105_SO_0850 SOIL NAD none A Christodoulou
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1748193 MPA_AUK_BH102 5 MPA_AUK_BH102_SO_0520 SOIL NAD none Lee Kerridge
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1748195 MPA_AUK_BH101 5 MPA_AUK_BH101_SO_0470 SOIL NAD none Lee Kerridge
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1749536 MPA_AUK_BH109 5 MPA_AUK_BH109_SO_0600 SOIL NAD none Lee Kerridge
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1749537 MPA_AUK_BH109 10 MPA_AUK_BH109_SO_0800 SOIL NAD none Lee Kerridge
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1750159 MPA_AUK_BH108 5 MPA_AUK_BH108_SO_0550 SOIL NAD none D Wilkinson
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1750643 MPA_AUK_BH107 5 MPA_AUK_BH107_SO_0600 SOIL NAD none Steven Lambert
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1750644 MPA_AUK_BH107 8 MPA_AUK_BH107_SO_0800 SOIL NAD none Steven Lambert
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:147:1752052 MPA_AUK_BH106 5 MPA_AUK_BH106_SO_0510 SOIL NAD none Lee Kerridge
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148: Contract Metal Processing Area Deep Soil and Groundwater Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1743676 MPA_AUK_BH105 5.00 SOIL 09/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1743677 MPA_AUK_BH105 8.50 SOIL 09/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1748193 MPA_AUK_BH102 5.20 SOIL 15/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1748195 MPA_AUK_BH101 4.70 SOIL 19/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1749536 MPA_AUK_BH109 6.00 SOIL 20/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1749537 MPA_AUK_BH109 8.00 SOIL 20/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1750159 MPA_AUK_BH108 5.50 SOIL 21/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1750643 MPA_AUK_BH107 6.00 SOIL 22/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1750644 MPA_AUK_BH107 8.00 SOIL 22/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:1752052 MPA_AUK_BH106 5.10 SOIL 26/10/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:148:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:151: Contract Title Metal Processing Area Deep Soil and Groundwater Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:152: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:153: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:154: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:155: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:156: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:157: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:158: Contract Metal Processing Area Deep Soil and Groundwater Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:159: Contract Title Metal Processing Area Deep Soil and Groundwater Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:160: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:161: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:162: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:163: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:164: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:165: Metal Processing Area Deep Soil and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:166: Contract Metal Processing Area Deep Soil and Groundwater Investigation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:174: Metal Processing Area Deep Soil and Groundwater Investigation South Tees Development Corporation
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:175: Metal Processing Area Deep Soil and Groundwater Investigation South Tees Development Corporation 4291
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:176: Metal Processing Area Deep Soil and Groundwater
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:177: Metal Processing Area Deep Soil and Groundwater
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:178: Metal Processing Area Deep Soil and Groundwater
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:206:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:206:GQRA – Summary of Soil Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:207:Table D1: Soil GAC Protective of Human Health
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:207: Elements present naturally in soil with typically low toxicity
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:208:Table D2: Soil GAC Protective of Human Health
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:208: Elements present naturally in soil with typically low toxicity
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:209:Table D3: Soil GAC Protective of Human Health
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:209: Elements present naturally in soil with typically low toxicity
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:210:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:210:GQRA – Summary of Soil Leachate Screen
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:212:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:216:Metals Processing Area Deep Soils and Controlled Waters; Former Steelworks, Redcar.
R-2023-0224-CD-50134151_1_CPP.pdf:3:5.12 Excavation, Soil Movement ………………………………………………………………………………………. 39
R-2023-0224-CD-50134151_1_CPP.pdf:39:5.12 Excavation, Soil Movement
R-2023-0224-CD-50134151_1_CPP.pdf:39:Prior to any earthworks operations a soil resource survey shall be carried out and the results integrated into
R-2023-0224-CD-50134151_1_CPP.pdf:39: Areas of soil to be protected from earthworks and construction activities
R-2023-0224-CD-50134151_1_CPP.pdf:39: Methods for stripping, stockpiling and re-spreading and ameliorating landscape soils
R-2023-0224-CD-50134151_1_CPP.pdf:40: Requirements for imported topsoil and subsoil or disposal of soils.
R-2023-0224-CD-50134151_1_CPP.pdf:40:vehicles. The following control measures shall apply when handling soil:
R-2023-0224-CD-50134151_1_CPP.pdf:40: Soil handling should be conducted during the driest conditions possible
R-2023-0224-CD-50134151_1_CPP.pdf:40: Top soil shall only be handled when it is friable and not plastic
R-2023-0224-CD-50134151_1_CPP.pdf:40: Topsoil stripping shall be designed to minimise the length of time the soil is exposed to erosion and the
R-2023-0224-CD-50134151_1_CPP.pdf:40: Keeping soil storage periods as short as possible
R-2023-0224-CD-50134151_1_CPP.pdf:40: Seeding the stockpiles if the soil is to be stockpiled for more than five months or if invasive plants are
R-2023-0224-CD-50134151_1_CPP.pdf:61:All open bodied vehicles carrying dry loose aggregate, cement or soil into and out of the Site shall be
R-2023-0224-CD-ECL. 007.04.01CEMP-ANNEX.1 Issue 2.pdf:9: 17 05 Soil (including excavated soil from contaminated sites), stones and dredging
R-2023-0224-CD-ECL. 007.04.01CEMP-ANNEX.1 Issue 2.pdf:11: Soil arisings
R-2023-0224-CD-ECL. 007.04.01CEMP-ANNEX.1 Issue 2.pdf:12: reuse of excavated soils onsite for backfill and landscaping;
R-2023-0224-CD-50134216_1_CEMP.pdf:3:6 Soil Management ……………………………………………………………………………………………. 16
R-2023-0224-CD-50134216_1_CEMP.pdf:13:include additional ground investigation to characterise soil and groundwater conditions. Subsequently a
R-2023-0224-CD-50134216_1_CEMP.pdf:13:Where the presence of contaminated materials is known or suspected, testing of soil samples in advance of
R-2023-0224-CD-50134216_1_CEMP.pdf:13:construction will be used to clarify the baseline conditions and potential contaminants in the soil.
R-2023-0224-CD-50134216_1_CEMP.pdf:15: On discovery of contaminated soil, work in the area will be stopped and
R-2023-0224-CD-50134216_1_CEMP.pdf:16:6 Soil Management
R-2023-0224-CD-50134216_1_CEMP.pdf:16:Prior to any earthworks operations a soil resource survey shall be carried out and the results integrated into
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Areas of soil to be protected from earthworks and construction activities;
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Methods for stripping, stockpiling and re-spreading and ameliorating landscape soils;
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Requirements for imported topsoil and subsoil or disposal of soils;
R-2023-0224-CD-50134216_1_CEMP.pdf:16:The potential impacts and associated mitigation measures with respect soils are summarised in Table 4.
R-2023-0224-CD-50134216_1_CEMP.pdf:16:Table 4: Potential Impacts relating to Soils and Associated Mitigations
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Soil - General Degradation or The sequencing of the works will seek to avoid the need for temporary
R-2023-0224-CD-50134216_1_CEMP.pdf:16: compaction of soil haul roads across unworked and restored land.
R-2023-0224-CD-50134216_1_CEMP.pdf:16: The amount of exposed ground and soil stockpiles from which water
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Topsoil Stripping Degradation and Topsoil movement will take place when the soil is in a condition such as
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Soil Storage and Degradation of Topsoil will be stored separate from other soil arisings (e.g. subsoil),
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Reuse soil quality stone, hardcore, rubbish and cements
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Maximise reuse of All topsoil, subsoil, overburden and other soil making material shall be
R-2023-0224-CD-50134216_1_CEMP.pdf:17: Soil amelioration (including the use of vegetation stripped from site if
R-2023-0224-CD-50134216_1_CEMP.pdf:20: Loss of Soil mounds with the potential to generate dust will be treated with surface
R-2023-0224-CD-P20-1004 Grangetown Prairie shadow HRA.pdf:74: INCA (2019). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:SPR estimation method: Calculate from SOIL type
R-2023-0224-CD-GrasscreteBrochure.pdf:3: available in soil
R-2023-0224-CD-GrasscreteBrochure.pdf:8: prevents soil
R-2023-0224-CD-GrasscreteBrochure.pdf:9:5. Melt former tops with 6. Top soil and seed
R-2023-0224-CD-GrasscreteBrochure.pdf:9: soil levels and seed
R-2023-0224-CD-GrasscreteBrochure.pdf:10: After 48 hours melt exposed tops of formers and fill with soil. Following settlement sow Grassmix
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:41: proportion of the light is reflected, soils from 0.05-0.40, agricultural crops 0.18-0.25, and
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:7:2.5 The substrate in this area was a light soil which was dressed with crushed iron slag. It was quite
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:8: habitat, which is developing on thin calcareous soils. This is a Tees Valley Local Biodiversity Action
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:9: appeared polluted, due to the lack of submerged vegetation, and the soils present were considered
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:12: and the soils present were considered highly
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:16: nutrient soils providing an grassland will provide increased
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:16: Grassland – other neutral sandy soils supplied by numbers may benefit foraging bats
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: substrates, e.g., soil, some finely crushed concrete or brick, sandy material, etc as this will create a
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: of a uniform soil layer is to be avoided as this is likely to create a grassland habitat rather than OMH.
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: following evaluation of the substrate and improvement as requirement, e.g., the additional soil,
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: Areas identified for grassland creation will be prepared using the available soil (which will need to be
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: mixture for sandy soils supplied by Emorsgate Seeds. Areas identified for the creation of amenity
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:18: soil (which will need to be nutrient poor to prevent excessive algal growth). The area will be sown in
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:18: tree planting will be prepared using soil of an appropriate depth to provide a stable substrate to
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:22: INCA (2018). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:156: INCA (2019). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:170: INCA (2019). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: Mitigation measures for stockpiles for instance of aggregate, soils etc., shall be as follows:
R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:39: INCA (2019). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:3:layout of the planting area and local soil and weather conditions. Where appropriate, we can test our anchors on site,
R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:6:kits for particular applications and soil conditions.
R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:7:rootball with the soil compacted above the cells to 60%, right up to the nursery line.
R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:7: provides options to influence the architecture of the soil.
R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:10:providing that the soil placed on top of the kerbstones or sleepers has
R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:14: 1 Tree Sizes 5 Soil Conditions
R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:14: Is there accurate information regarding the Is the soil on the site compact/undisturbed, or made up
R-2023-0224-CD-Platipus-Tree-Anchoring-Systems-Brochure.pdf:14: overall height and circumference of the trees at ground? Have large amounts of top soil been brought
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: Initial Development Site preparation works is likely to involve the movement of soils and
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: The noisiest activities are expected to be generated during soil movement and piling work
R-2023-0224-CD-RootRain-Urban.pdf:1: 100 litre per-minute capacity in porous soil Cost-effective on large and small schemes
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:2: 4.2 Installation of Soil Pedestal for Rootball Support
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:2: 4.3 Installation of Planting Soil
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:5: providing maximum void space for uncompacted soil and/or stormwater management
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:5: and in tight constraints, specific to the site requirements and achieve the required soil and/
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:5: Soil Cells
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:6: of getting air and water into the soil and rootzone, and a means of allowing organic gases, from
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:6: the decay of organic matter within the soil, to escape. Manual or automatic irrigation may also be
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:6: COMPACTION: The method of mechanically increasing the density of soil. Soil compaction is
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:6: granular pavement bases by providing a stabilizing force within soil structure as the fill interlocks
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:6: PLANTING SOIL: Soil as defined in Section 32 91 13 - Planting soil is a consistent blend of silt,
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:6: REINFORCING COLLAR: A trench between the pavement support system and surrounding soil,
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: soil profile to prevent root heave and damage to pavement and other built Infrastructure.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: movement above the soil profile. This system is designed to be filled with planting soil for tree
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: rooting; bioretention soil for tree rooting and stormwater attenuation and pollutant removal;
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: SOIL INSPECTION PORT: A vertical pipe extending from the pavement surface down through the
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: top of the pavement support system. This port is used for the sampling and inspection of the soil
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: within the pavement support system and can be used as a means of adding nutrients to the soil.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: SOIL MEDIA: (see planting media)
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: with appropriate soil media for tree planting.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: WALKED-IN: A process for light compaction of soils by walking through the soil during and
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:7: following soil placement.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:10: Before proceeding with full scale excavation work, confirm nature of existing soil
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:10: conditions and in particular the drainage characteristics of the existing soil. Additional
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:10: Do not proceed with installation when subgrades, soils and planting soils are in a wet,
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:13: Sub-Grade Soil5
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:13: Sub-Grade Soil5
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:13: 6. For sub-grade soils with an allowable bearing capacity of less than 2000 psf (96 kPa), a geotechnical engineer should
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:15: however a tree pit base of 2% CBR should be covered by Twinwall Geonet / soil
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:17: the native soil and the sub-base layer. Overlap geogrid a minimum 12” (300 mm) or as
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:19: which method of soil filling will be used (see section 4.3 for details).
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:19: Before filling with soil, install single row of AirFlow™ Lids around the perimeter and
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:26: To allow for easy filling of soil, ladder the remaining RootSpace® AirFlow™ Lids as per the
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:26: diagram below to ensure structural integrity is retained once filled with soil.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:29: 4.2 Installation of Soil Pedestal for Rootball Support
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:29: 4.3 Installation of Planting Soil
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:31: Installation of the Soil Pedestal for
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:31: On single layer systems, place and compact enough soil to form a pedestal to prevent
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:31: Refer to specification and layout drawing to determine where soil pedestal is required.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: Installation of the Planting Soil
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: Verify that planting soil meets specifications. Soil shall be a dry, loose consistent blend
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: compound, solid waste, or acid has been deposited in planting soil or RootSpace®
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: RootSpace® Pavement Support System with the specified filler soil. Keep backfilled
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: area around outer perimeter free of filler soil.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: Placing soil prior to attaching the AirFlow™ Lids (Recommended Installation)
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: Place filler soil in the RootSpace® Pavement Support System using an excavator bucket
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: Foot compact each lift of soil media by foot compaction of the soil within the system.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: Once soil is filled to the top of the top Upright Panels, install AirFlow™ Lids by locating
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: Ensure soil is filled to the top of the top of the AirFlow™ Lids to allow for natural
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:32: settlement of uncompacted soil fill. Rake top of AirFlow™ Lid to remove ridges and
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:43: Care should be taken to ensure that the root flare is not below the finished soil grade
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:44: Backfill soil to specified elevation.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:52: Remove RootSpace® AirFlow™ Lid(s) by pulling Remove soil within the RootSpace®.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:53: Repair utility. Replace planting soil.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:54: soil.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:55: Excavate soil below RootSpace® to access and Backfill and compact to surrounding sub-base to
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:55: Reassemble RootSpace® Upright Panels. Replace AirFlow™ Lids and planting soil.
R-2023-0224-CD-CON LAND 0224.pdf:1:include additional ground investigation to characterise soil and groundwater
R-2023-0224-CD-CON LAND 0224.pdf:1:materials is known or suspected, testing of soil samples in advance of construction
R-2023-0224-CD-CON LAND 0224.pdf:1:will be used to clarify the baseline conditions and potential contaminants in the soil.
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:23: • Site excavation and the movement of site soils for the construction of the
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:41: geological value and soils (in a manner commensurate with their statutory
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:41: of soil, air, water or noise pollution or land instability. Development should,
R-2023-0247-OOM-428285 - R_2023_0247_OOM Outline application for bottom ash facility Grangetown Prairie Land East of John Boyle Road - No Objection subject to mitigation.pdf:3:Best and most versatile agricultural land and soils
R-2023-0247-OOM-428285 - R_2023_0247_OOM Outline application for bottom ash facility Grangetown Prairie Land East of John Boyle Road - No Objection subject to mitigation.pdf:3:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2023-0247-OOM-428285 - R_2023_0247_OOM Outline application for bottom ash facility Grangetown Prairie Land East of John Boyle Road - No Objection subject to mitigation.pdf:3:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2023-0247-OOM-428285 - R_2023_0247_OOM Outline application for bottom ash facility Grangetown Prairie Land East of John Boyle Road - No Objection subject to mitigation.pdf:3:on soil protection for site restoration and aftercare is available on Gov.uk website. Detailed guidance on
R-2023-0247-OOM-428285 - R_2023_0247_OOM Outline application for bottom ash facility Grangetown Prairie Land East of John Boyle Road - No Objection subject to mitigation.pdf:3:Should the development proceed, we advise that the developer uses an appropriately experienced soil
R-2023-0247-OOM-428285 - R_2023_0247_OOM Outline application for bottom ash facility Grangetown Prairie Land East of John Boyle Road - No Objection subject to mitigation.pdf:3:specialist to advise on, and supervise soil handling, including identifying when soils are dry enough to be
R-2023-0247-OOM-428285 - R_2023_0247_OOM Outline application for bottom ash facility Grangetown Prairie Land East of John Boyle Road - No Objection subject to mitigation.pdf:3:handled and how to make the best use of soils on site.
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:6: not be considered as an asbestos survey (whether in built structures, waste, soils, etc), even though the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:19: Construction workers have the potential to come into contact with contaminants in soil and groundwater during site enabling works and
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:19: Human health contaminated soils The pathway to future site users is expected to be minimised by the presence of concrete foundations and hardstanding beneath the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:19: Maintenance workers may have the potential to come into contact with contaminants in soil and groundwater if required to break ground
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: (construction direct contact with foundations or drainage structures. Services may be affected by direct contact with aggressive soils or influx of contaminated
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: soil/groundwater
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: Plants phytotoxic Plants in areas of soft landscaping may have the potential to be impacted by phytotoxic contaminants in soil should they be planted in or
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: contaminants at a height above such soils where the root zone could intercept them or water be taken up by the plants.
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:23: soil/groundwater/dust/inhalation of dusts Construction/maintenance
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:24: infilled land, fire station. onto site in soil and groundwater with workers likelihood
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:25: • Risk to future site users and groundworkers from contaminants in soil via direct
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:25: contact/ingestion with soils and/or groundwater or inhalation/ingestion of dust/fibres;
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:29: A variety of chemical testing was undertaken on soil, soil leachate and groundwater as part of the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:29: Soils
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:29: To evaluate potential risks to human health receptors, Arcadis3 screened soil sample testing results
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:29: for a commercial/industrial land use. A soil organic matter (SOM) value of 1 % was adopted in both
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: Elevated concentrations of free cyanide (in soils and groundwater) and naphthalene (in soils) were
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: to assess the risk to human health from soil and groundwater from free cyanide based on a generic
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: land use incorporating soil parameters at Grangetown Prairie by Arcadis using the CLEA model and
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: identified at Grangetown Prairie. Arcadis5 noted that elevated naphthalene concentrations in soils
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: Arcadis3 screened soil samples from the wider Grangetown Prairie against the UK Water Industry
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: While Arcadis did not detail the exact locations of exceedances, 8 % of the soil samples across the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: Soil samples specific to the site have not been screened against the UKWIR thresholds by Ramboll,
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: To evaluate potential risks to groundwater, Arcadis3 screened samples of soil leachate and
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: A total of 24 samples of soil leachate were obtained from the wider Prairie site. Two of the samples
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: Table 4-7: Summary of Soil Leachate Exceedances
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:32: Leachate testing is undertaken on soil samples in the laboratory by vigorous mixing of soil and water
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:32: to ascertain the degree to which contaminants in soil may leach into the dissolved phase. The
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:32: generally provide an overestimation of the true leachability of contaminants from soils. The exception
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: Exceedances of at least one groundwater GAC were recorded in all samples of soil leachate and
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: incorporate EA guidance. Based on the results of the modelling, GACs were created for soil and
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: groundwater. None of the soil or groundwater results on site exceed the GACs. Arcadis therefor
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: assessed that the risk to commercial workers from measured concentrations of free cyanide in soil
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: Arcadis Detailed CSM review found that no soil or groundwater cyanide
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: in soils Prairie3 indicate that PE plastic drinking water supply pipes may be
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: recorded in groundwater and soil leachate across the site in Made
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:37: Construction workers have the potential to come into contact with contaminants in soil and groundwater during site enabling
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:37: Human health contaminated soils or
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:37: Maintenance workers may have the potential to come into contact with contaminants in soil and groundwater if required to break
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: (construction foundations or drainage structures. Services may be affected by direct contact with aggressive soils or influx of contaminated
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: soil/groundwater
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: Plants however phytotoxic metals were recorded in soils at elevated concentrations. Plants in areas of soft landscaping may therefore have
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: the potential to be impacted by phytotoxic contaminants in soil at the site, should they be planted in or at a height above such soils
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: Chemical testing of soil leachate and groundwater at the site indicates that the groundwater is significantly impacted by
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:41: soil/groundwater/dust/inhalation
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:41:Exceedances of the GACs for soil gas/vapours in confined spaces
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:41:Organic contaminants in soil On-site buildings Medium Low likelihood Moderate/low
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: contact/ingestion of contaminants in soil (PAHs, NAPL); and
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: drinking water supply pipes (requires site-specific assessment of soil data against UKWIR
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: groundwater conditions due to the requirement for deep excavations and increased soil infiltration (in
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: Assessment of To confirm appropriate construction Compliance of soils at the site post-
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: soil data materials to be used in drinking water remediation with UKWIR may be
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: UKWIR contaminants in soil and widespread other documentation produced as part of
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: on the post-remediation quality of the soils relevant water authority may require
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: in which the pipes are laid) confirmation of the suitability of soils for
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:44: cyanide and selected PAHs (NAPL) in shallow soils across Grangetown Prairie; and
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:44: • Assessment of post-remediation soil data against the UKWIR thresholds to select the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:46: consistent with the GACs derived by Arcadis3,5 for screening soil data at the site. Given that no
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:46: health in soils across Grangetown Prairie
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:46: Treatment of excavated soils impacted with NAPL in line with development
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:46: Segregation of soils with ACM for treatment and reuse.
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: Remediation of soils impacted with contaminants above Removes pathway between residual
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: Remediation Criteria through capping of materials to manage contaminants in soils (if any remain following
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: Strategy. Given limited data is present for deeper soils on the BA site, it is recommended that the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: remediation level, given the widespread extent of contamination in soil and groundwater in both
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: Strategy. Provided that the upper approximately 2.5 m of soil is remediated to the Water Resources
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: − Field Screening / on-site analysis of soil samples;
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:49: • Soil and water laboratory analysis data, demonstrating that:
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:49: − On completion of excavations contaminant concentrations within remaining in-situ soil meet
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:49: − Contaminant concentrations within excavated soil that may be re-used on site as infill to
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: Soil verification sampling results to be screened against UKWIR thresholds to confirm
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: deep the remediation criteria and laboratory testing and re-use / waste disposal records for soil
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:58:developed with consideration to guidance including BS EN ISO 21365:2020 Soil quality – Conceptual
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:3: Calculate from SOIL type
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:5:Area positively drained (ha): 4.05 SPR estimation method: Calculate from SOIL type
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:5:Impermeable area (ha): Soil characteristics Default Edited
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:5:Percentage of drained area that is impermeable (%): 100 SOIL type: 4 4
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:29: will be no new land take or loss of soil resources. The BA Facility will also lead to
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:64: soil will be wetter, fast growing white willow have been proposed which will assist
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:92: additional actions (such as excavation, treatment and backfill of impacted soils,
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:110: site entrance. Therefore, the sensitivity of the area to dust soiling and human
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:125: and temporary storage of soils and its implemented
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:146: Ecology onto the site and existing soils to be sorted and replaced after enabling works
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:147: investigation to characterise soil and groundwater conditions. Subsequently, a
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:147: Minimising the amount of exposed ground and soil stockpiles from which water This commitment is still applicable and will be
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:18: to the risk of contamination soils.
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:20: contaminants in the soils which could leach, via the movement of
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:20: contaminated soils and other material from the BA Facility site (Planning ref:
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:20: associated with the facility mobilising toxic compounds in the soils. Given
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:20: in the soil that would be likely to impact on the interest features of the
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:38:Describe, as appropriate, the geology, geomorphology; origins - natural or artificial; hydrology; soil type; water quality;
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:38: Soil & geology basic, neutral, shingle, sand, mud, clay, alluvium, peat,
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:38: Soil mainly mineral
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:39:Describe the surface area, general geology and geomorphological features, general soil types, general land use, and climate
R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf:31: • “…protecting and enhancing valued landscapes, geological conservation interests and soils;
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:11: • annoyance due to dust soiling;
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:11: effects of airborne dust or dust soiling or suffer exposure to PM10 over a period of time relevant to
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:16: sensitive receptors within 350 m. These receptors are all of medium or low sensitivity to dust soiling
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:17: The area has been assessed for its sensitivity to dust soiling effects, human health effects to PM10
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:17: Dust soiling Low There are no receptors within 50 m of dust generating
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:17: Dust soiling Medium There is one medium sensitivity receptor (Teesworks
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:18: Dust Soiling - Low Risk Low Risk Low Risk
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:18: The dust assessment has identified that the Proposed Development is of ‘low risk’ for dust soiling
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:18: soiling and human health impacts. Appropriate mitigation measures have been identified. It is
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:24: The assessment of dust generating activities has deemed that the site is of low risk for dust soiling
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:29: Large total size area > 10,000m², potentially dusty soil type (e.g. clay, which will be
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:29: Medium total size area 2,500 – 10,000m², moderately dusty soil type (i.e. silt), 5 – 10
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:29: Small total size area < 2,500m², soil type with large grain size (i.e. sand), < 5 heavy
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:30: soiling, it is recommended that professional judgement is used to identify where on the spectrum
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:30: Table 8: Sensitivity to Dust Soiling Effects
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:32: Table 11: Sensitivity of the Area to Dust and Soiling Impacts on People and Property
R-2021-0316-VC-Officer report _R20210316VC.pdf:1:storage of soils and its final use in the remediation and preparation of land for
R-2021-0316-VC-Officer report _R20210316VC.pdf:2:associated with ground preparation and temporary storage of soils and its
R-2021-0316-VC-Officer report _R20210316VC.pdf:2:associated with ground preparation and temporary storage of soils and its
R-2021-0316-VC-Officer report _R20210316VC.pdf:5:assessment of the impacts of transporting soils upon the public highway shall
R-2021-0316-VC-Officer report _R20210316VC.pdf:5:The proposed storage and use of imported soils will form part of a suitable
R-2021-0316-VC-Officer report _R20210316VC.pdf:6:Initial testing of the soils to assess its suitability for use as a capping material
R-2021-0316-VC-Officer report _R20210316VC.pdf:8:3. With the exception of soils used to level ground required to host the
R-2021-0316-VC-Officer report _R20210316VC.pdf:8: temporary storage mounds hereby approved, all soils placed into the
R-2021-0316-VC-Officer report _R20210316VC.pdf:9:8. None of the soils placed into the temporary storage mounds hereby
R-2021-0316-VC-Officer report _R20210316VC.pdf:9: an assessment of the impacts of transporting soils upon the public
R-2021-0316-VC-Officer report _R20210316VC.pdf:9: manage the movement of soils on the public highway network.
R-2021-0316-VC-Officer report _R20210316VC.pdf:9:9. Prior to the final use of the soils in the implementation of this planning
R-2021-0316-VC-Officer report _R20210316VC.pdf:9: where the soils are to be used for ground preparation and remediation
R-2021-0316-VC-Officer report _R20210316VC.pdf:9: of the final use of the soils, appropriate mitigation including by way of on
R-2021-0316-VC-Metals Recovery Area Cover letter.pdf:1:relating to the amended planning permission granted for the storage and use of soils across areas of land
R-2021-0316-VC-Metals Recovery Area Cover letter.pdf:1:engineering operations associated with ground preparation and temporary storage of soils and its final
R-2021-0316-VC-Metals Recovery Area Cover letter.pdf:1:This permission enabled Teesworks to store soils in additional mounds on the former South Bank area
R-2021-0316-VC-Metals Recovery Area Cover letter.pdf:1:Teesworks with the opportunity to receive and store significant quantities of residual clean soil (Redcar
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:2:3. With the exception of soils used to level ground required to host the
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:2: temporary storage mounds hereby approved, all soils placed into the
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:4:8. None of the soils placed into the temporary storage mounds hereby approved
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:4: of the impacts of transporting soils upon the public highway network is
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:4: identifies mitigation measures required to manage the movement of soils on
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:4:9. Prior to the final use of the soils in the implementation of this planning
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:4: soils are to be used for ground preparation and remediation works. The
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:4: harm to biodiversity cannot be avoided as a result of the final use of the soils,
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:6: In addition to the initial six locations for temporary storage of imported soil material
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:6: soil material as described with the original report. STDC would be responsible for
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:11: the temporary storage of imported soil material at the Metals Recovery Landfills area.
R-2021-0316-VC-1400007002.pdf:4: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.
R-2021-0316-VC-CAT-PPI-PRC-019.pdf:8:documentation. However, in some locations, the cover may have been reduced by factors such as soil
R-2021-0316-VC-ApplicationFormRedacted.pdf:2:temporary storage of soils and its final use in the remediation and preparation of land for regeneration and development) to allow for additional storage mounds
R-2021-0316-VC-ApplicationFormRedacted.pdf:3:To reflect a larger area identified for the storage of soil in the area known as the Metals Recovery Area
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter E - Air Quality - Dec 2020.pdf:6: risk from, or being adversely affected by, unacceptable levels of soil, air, water or noise
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter E - Air Quality - Dec 2020.pdf:8: nuisance is the result of the perception of the soiling of surfaces by excessive rates of dust
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter E - Air Quality - Dec 2020.pdf:8: and the highly subjective relationship between deposition events, surface soiling and the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter E - Air Quality - Dec 2020.pdf:10: development are dust deposition, resulting in the soiling of surfaces; visible dust plumes;
R-2020-0820-ESM-Network Rail 820.pdf:4:encroachment of foundations onto Network Rail land and soil. There must be no physical encroachment of any
R-2020-0820-ESM-MGE04279 Contaminated Land 0820.pdf:2:1 Soil and Ground Contamination - Site investigation has not taken place under the
R-2020-0820-ESM-MGE04279 Contaminated Land 0820.pdf:2:3 Groundwater quality and soil leaching potential - There remains a data gap with
R-2020-0820-ESM-MGE04279 Contaminated Land 0820.pdf:2:respect to groundwater quality and soil leaching potential across the site and further
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:6: 2 Appendix G2: Soil and Groundwater Baseline Characterisation Study Corus Teesside
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:6: 3 Appendix G3: Soil and Groundwater Baseline Characterisation Study Corus Teesside
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:6: 4 Appendix G4: Soil and Groundwater Baseline Characterisation Study Corus Teesside
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:8:G2.1 The legislation, policy and documentation applicable to Land Quality and Soil Contamination at
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:8: soil. Science Report SC070009/SR1 (Ref 3);
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:8: 4 Derivation and use of soil screening values for assessing ecological risks Report – ShARE
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:9: landscapes, sites of biodiversity or geological value and soils; (b) recognising…the wider
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:9: unacceptable levels of soil, air, water or noise pollution or land instability…; and (f) by
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:11: • Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Factual
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:11: • Soil and Groundwater Baseline Characterisation Study Corus Teesside Works,
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:11: • Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Summary
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:12: well as reducing leaching of residual soil contamination due to rainfall.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: Sensitivity Receptors Susceptible to Land Soil and Geological Resources
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: Water features deemed to be of high value High quality agricultural soils (Grade 1 and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: Ecological features deemed to be of high 2) or soils of high nature conservation or
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: Soil/materials disposal required following
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: Construction workers involved in above Good quality agricultural soils (Grade 3a) or
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: ground works soils of medium conservation or landscape
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: Ecological features deemed to be of Soils/materials disposal required following
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: Commercial areas within 50 to 250 m of Moderate or poor quality agricultural soils
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: construction works (Grade 3b or 4) or soils of low nature
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: Soil/materials disposal required following
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: Commercial areas within >250 m of Very poor quality agricultural soils (Grade
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:14: construction works 5) or soils of negligible nature conservation
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:15: Magnitude Receptors Susceptible to Land Contamination Soil and Geological Resources
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:15: Substantial acute pollution or long term volume of surplus soil for off-site
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:15: (Principal Aquifer, groundwater source Classification of surplus soil as
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:15: scale pollution of sensitive water volume of surplus soil for off-site
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:16: pollution of non- sensitive water resources surplus soil for off-site disposal
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:16: resource soil required
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:21: Approximately 17 soil samples analysed for
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:22: 1 Soil and Ground Contamination - Site investigation has not taken place under the footprint
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:22: 3 Groundwater quality and soil leaching potential - There remains a data gap with respect to
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:22: groundwater quality and soil leaching potential across the site and further investigation
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:27:G4.54 Soils across the site are characterised by uniformly alkaline pH conditions and occasionally
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:27:G4.55 Toxic and phytotoxic metals in the soils were below guideline values (current in 2004) apart
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:27: the guideline values in shallow soils at the southern part of the Lackenby Works near the Slag
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:27:G4.56 Hydrocarbons were below guideline values in the soil at the Lackenby Works apart from isolated
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:27: levels of PAHs in the shallow soils, which are most likely as a result of localised spillages.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:27:G4.63 The results of chemical analysis from 100 soil samples indicated that the highest metal
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:28: Concentrations of TPH were detected above the limit of detection in the majority of soil
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:28: of the soil samples analysed.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:29: compounds are present within the underlying soils.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:31: include soil and groundwater analysis and gas monitoring as required;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:31: disturb the soil and could result in dust generation, as well as provide opportunities for direct
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:32:G5.6 Asbestos screening was undertaken on soil sampled from across the site and fibres have been
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:32: mitigation is medium. This is due to the potential for soil/materials disposal required following
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: it shall be separately stockpiled and covered to control potential dust generation. If soils
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: suspected. All soils containing asbestos will be managed by maintaining mist sprays to keep the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: soils wet whilst handled and covered when stockpiled. The requirement for additional asbestos
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35:G6.10 Where soils contain Contaminants of Concern (CoC) in excess of the reuse criteria and, due to
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: of offsite. Where concentrations are below the reuse threshold soils may be reused as infill to
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: proposed. There remains a data gap with respect to groundwater quality and soil leaching
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35:G6.13 Remediation of soils as detailed above, will however reduce the impact on these environmental
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:36: and all stockpile sample nomenclature would ensure individual identification. This soil audit
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:37: following additional mitigation, e.g. soil remediation, is negligible. Therefore, the impacts after
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:38: from contamination in Made Ground soils have been set out below in Table G8.1. The residual
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:38: Workers and contaminated soils, Construction workers and at Unforeseen Adverse:
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:38: Built Soil/materials Minor Adverse and Not Minimisation of waste Negligible and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:41: soil. Science Report SC070009/SR1
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:41: 4 Derivation and use of soil screening values for assessing ecological risks Report – ShARE
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:42: 38 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Factual
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:42: 39 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works,
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:42: 40 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Summary
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:5:Lackenby, South Tees: Appendix G2: Soil and Groundwater Study – Volume 1
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:5: Appendix G2: Soil and Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:6: Soil and Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:8: 2.3 Soil and Water Sampling 5
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:9:Figure 6 Exceedance of Tier 1 Soil Screening Criteria, Redcar
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:Figure 7 Exceedance of Tier 1 Soil Screening Criteria, Lackenby
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:Figure 8 Exceedance of Tier 1 Soil Screening Criteria, Cleveland
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:6. Analysis Certificates, Redcar Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:7. Analysis Certificates, Lackenby Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:8. Analysis Certificates, Cleveland Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:11: The key objective of this investigation has been to establish a baseline for soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:11: 3. Intrusive investigations and chemical testing of recovered soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:11: The investigation has been designed to provide broad characterisation of soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:12: the site summarising chemical testing information by exceedances of soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:12: soil and groundwater conditions have been assessed using current UK
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:14: 2.1.1 The site investigation was designed to assess ground conditions, soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:14: 2.1.2 Soil Mechanics, a specialist sub contractor, was appointed to undertake
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:14: then used to identify each sampling location. A trial pit soil sample taken from
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:15: 2.3 Soil and Water Sampling
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:15: 2.3.1 Soil Sampling
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:15: was undertaken and soil samples were collected by Enviros engineers for chemical
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:15: At each location, the following cont ainers were filled with soil sample: 1 x 500g
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:16: accredited through UKAS. All soil and water samples were analysed for a wide
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:16: soils and water. For soil these include Contaminated Land Exposure Assessment
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:16: shown in the accompanying maps (Figure 6-8) for soil and (Figure 9-11) for
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:19: soil staining observed.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:19: These show samples taken in soil, groundwater and surface water compared
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: permeability” (Ref. 3). The map shows the site to be overlain by soils of a high
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:27: • Recovery of 22 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:27: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:27: Soil pH across the area was found to be alkaline to highly alkaline, in both
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:27: Made Ground and natural deposits. The soil sample pH values range from 8.2
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:31: • Recovery of 38 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:31: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:31: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:37: • Recovery of 38 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:37: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:37: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:43: • Recovery of 22 soil samples fr om Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:43: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:43: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:47: • Recovery of 84 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:47: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:47: Soil pH across the site was found to be alkaline to highly alkaline. The soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:57: • Recovery of 11 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:57: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:57: Soil pH across the area was found to be highly alkaline. The soil sample pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:60: • Recovery of 45 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:60: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:60: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: • Recovery of 260 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: • Across the site the soil pH was very high ranging from 8.2 to 12.8 at shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:77: permeability”. The map shows the site to be overlain by soils of a high leaching
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:80: • Recovery of 32 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:80: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:80: Soil pH across the area was found to be alkaline to highly alkaline. Elevated
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:80: soil pH values range from 10.4 (7A T5, 0.1 m bgl) to 12. 9 (7AT7, 3.0 m bgl).
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:84: • Recovery of 15 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:84: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:84: Soil pH ac ross the area was found to be alkaline to highly alkaline. The soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:87: • Recovery of 11 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:87: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:87: Soil pH across the area was found to be alkaline to highly alkaline. The soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: • Recovery of 58 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: 4.8.3 Soil and Groundwater Results
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: • Across the Lackenby Works the soil was highly alkaline and exceeded the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: • Toxic and phytotoxic metals i n t h e soil at the Lackenby W orks were below
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:95: groundwater and the shallow soil at the southern part of the Lack enby Works
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:95: • Hydrocarbons were below guideline values in the soil at the Lackenby Works
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:95: apart from isolated levels of PAHs in the shallow soils, which are most likely as
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: “variable permeability”. The map shows the site to be overlain by soils of a high
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:101: • Recovery of thirty soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:101: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:101: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: • Recovery of thirty four soil samples from Made Ground and natural strata
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: tanks , between depths of 3.8 to 4.7m bgl. Similar soil staining and odours were
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:111: • Recovery of ten soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:111: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:111: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:114: • Recovery of twelve soil sampl es from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:114: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:114: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:117: • Recovery of eighty-five soil samples from Made Ground and natural strata
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:117: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:117: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:127: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:127: Soil pH across the site was found to be alkaline to highly alkaline. Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:138: • Recovery of six soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:138: • Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:138: Soil pH across the area was found to be alkaline to highly alkaline. Soil pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: • Recovery of 260 soil samples from Made Ground and natural strata (where
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: 5.12.3 Chemical Analysis Results – Soil and Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: • Across the Cleveland Works the soil was very alkaline and exceeded the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: • P hytotoxic metals (particularly zinc and boron) in the soil at the Cleveland
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:145: soils in excess of screening criteria in samples recovered from locations from
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:145: contamination including staining of soils and vapours was also noted within
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: found in a number of exploratory holes in Made Ground. Soil staining and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: odours were evident within soil samples in the SLEMS area. Some evidence of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: staining in the soil, free product in groundwater samples and strong odours in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: soil and groundwater samples were also found at several locations at the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: 6.1.2 Chemical Analysis Results – Soil and Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: Table 17 provides a summary of soil and groundwater testing of dat a across the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: • Levels of phytotoxic metals in soils were below Tier 1 screening criteria and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: This contrasted with Cleveland soil samples which exceeded the guideline
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: • Levels of toxic metals in soil were generally low with the exception of lead
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:148: predominantly in Made Ground in soils across the three sites (Score 2, Table
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:148: at this location at depth in soil with elevated TPHs in groundwater. Visual
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:148: • The SLEMS area; PAHs, and BTEX exceeded the Tier 1 soil screening criteria
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:148: for soils (PAH, BTEX Compounds) (Score 3, Table 17). Additionally
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:149: Table 17 Summary of Tier 1 Screening for Soil and Groundwater at Redcar, Lackenby and Cleveland Works
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:150:ANNEXES Circular on target values and intervention values for soil remediation
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:150: Environment Agency, 1999, Methodology for the Derivation of Remedial Targets for Soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:164: Figure 6 Exceedance of Tier 1 Soil Screening Criteria, Redcar
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:165: 11 EXCEEDANCE OF TIER 1 SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:166: Figure 7 Exceedance of Tier 1 Soil Screening Criteria, Lackenby
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:167: EXCEEDANCE OF TIER 1 SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:168: Figure 8 Exceedance of Tier 1 Soil Screening Criteria, Cleveland
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:169: EXCEEDANCE OF TIER 1 SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:176:Lackenby, South Tees: Appendix G3: Soil and Groundwater Study – Volume 2
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:176: Appendix G3: Soil and Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:177: Soil and Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:179: 2.3 Soil and Groundwater Baseline Condition 5
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:179: 3.3 Soil and Groundwater Baseline Condition 10
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:179: 4.3 Soil and Groundwater Baseline 15
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:179: 5.3 Baseline Soil and Groundwater Quality 19
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:180:Figure 2 Exceedance Of Tier 1 Soil Screening Criteria, Redcar
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:180:Figure 5 Exceedance Of Tier 1 Soil Screening Criteria, Lackenby
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:180:Figure 8 Exceedance Of Tier 1 Soil Screening Criteria, Cleveland
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:181: instructed by Corus in April 2004 to carry out a baseline soil and groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:181: The overall objective of this study has been to establish a bas eline for soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:181: investigation an evaluation of environmental risks linked to identified soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:181: three sites separately. Risks arising from identified soil and groundwater conditions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:181: The investigation has been designed to provide broad characterisation of soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:182: 3. Soil and groundwater sampling and chemical testing of recovered soil and water
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:182: 4. Baseline characterisation of soil and groundwater conditions across the works;
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:182:2 Screening criteria for soils have included published UK CLEA Soil Guideline Values and where values are not available for
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:183: Information on identified soil and groundwater conditions is provided in our Volume
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:183: ¿ Chapters 2, 3 and 4 present a summary of identified soil and groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:183: ¿ Chapter 5 contains our conclusions relating to identified soil and groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:185: 2.3 Soil and Groundwater Baseline Condition
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:185: 2.3.1 Soil Quality
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:185: criteria. PAH concentrations were also elevated in soils from the eastern area of 12
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:185: Alkaline soil pH, sulphide and sulphate levels were all elevated across the Redcar
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:187: of with soils in areas where hardstanding is absent. In the course of normal site
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:190: 3.3 Soil and Groundwater Baseline Condition
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:190: 3.3.1 Soil Quality
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:190: Soils across Lackenby are characterised by uniformly alkaline pH conditions and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:191: Toxic and phytotoxic metals in the soil s were below guideline values apart from
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:191: Hydrocarbons were below guideline values in the soil at the Lackenby Works apart
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:191: from isolated levels of PAHs in the shallow soils, which are most likely as a result
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:192: ingestion of, potentially contaminated soils in source areas where hardstanding is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: 4.3 Soil and Groundwater Baseline
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: 4.3.1 Soil Quality
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: ingestion of potentially contaminated soils in source areas where hardstanding is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:199: 5.3 Baseline Soil and Groundwater Quality
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:199: identified soil and groundwater conditions are low. However, the following risks
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:206: Figure 2 Exceedance Of Tier 1 Soil Screening Criteria, Redcar
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:207: 11 EXCEEDANCE OF TIER 1 SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:211: Water Soil and Groundwater Baseline SI
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:212: Figure 5 Exceedance Of Tier 1 Soil Screening Criteria, L ackenby
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:213: EXCEEDANCE OF TIER 1 SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:217: Soil and Groundwater Baseline SI
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:218: Figure 8 Exceedance Of Tier 1 Soil Screening Criteria, Cleveland
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:219: EXCEEDANCE OF TIER 1 SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:223: Soil and Groundwater Baseline SI
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:226: contaminants to the receptor or target generally involves conveyance via soil, water
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:230: evidence of contamination observed in soil and groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:230: and gravel Mild Limited evidence of contam ination observed in soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:230: (i.e. land which drainage or i m p a c t soil an d Monitoring data indicates groundwater flow to east towards Corus Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:230: by Corus) Medium in soil and groundwater.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: (i.e. land which drainage or impact soil and Area located adjacent to SSSI. Elevated copper and total cyanide
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231:storage and use hydraulic fluid, ingestion, inhalation Medium E levated soil PAH in nort h and eastern portions of the area, Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: permeable strata Mild migration. Limited elevated soil P A H d e t e c t e d, although source not
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: and recent sand permeable strata groundwater Limited evidence of soil contamination but absence of groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:233: soils. Possible migration via perched groundwater, however river
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:233: and recent sand permeable strata groundwater Elevated levels of sulphate and sulphide detected in soils. Shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:233: and recent sand permeable strata groundwater Absence of contamination observed in soil and groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: Mild migration. Elevated levels of sulphate and sulphide detected in soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: and recent sand permeable strata groundwater Elevated levels of sulphate and sulphide detected in soil across the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: (i.e. land which drainage or impact soil and Area located adjacent to Corus retained land. Monitoring dat a
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235:s t o r a g e a nd hydraulic fluid, ingestion, inhalation Medium Slightly elevated levels of PAH detected in soils, and elevated TPH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: Mild migration. Elevated levels of TPH and PAH identified in soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: ballast containing detected in soils across the area. Absence of hardstanding across
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237:s t o r a g e and hydraulic fluid, permeable strata Medium L i m i t e d soil contamination by hydrocarbons observed across the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: and recent sand permeable strata groundwater Limited evidence of soil contamination from hydrocarbons.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: ballast containing ingestion, inhalation M i l d Limited elevated levels of sulphide detected in soils. Site workers
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: Mild migration. Limited evidence of soil contamination and River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: and gravel Mild Absence of contamination in soil. Permeable Made Ground and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: ammoniacal liquor, ingestion, inhalation Medium N o elevated levels of organic contaminants in soils. Site workers
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:240:s t o r a g e and hydraulic fluid, permeable strata M i l d Very limited soil contamination observed across the area. Site
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:240: and recent sand permeable strata groundwater L imited evidence of soil cont amination. Potential downward
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: groundwater and soils but river 1.25km distant.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: (i.e. land which drainage or impact soil and Area located adjacent to Corus retained land. However, limited
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: ammoniacal liquor, ingestion, inhalation Medium No elevated levels of organic contaminants in soils. Site workers
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:242: (i.e. land which drainage or impact soil and Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: and railway ballast detected in soils. Site workers appraised of potential risk and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: of contamination observed in soil and groundwater samples, also
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: deposits classed soil and low permeability clay underlying Made Ground likely to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244:storage and use hydraulic fluid, ingestion, inhalation Mild N o evidence of hydrocarbon contamination observed in soil. Site
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: Mild migration. Negligible evidenc e of contamination detected in soil,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: Mild migration. Evidence of limited sulphate and sulphide soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245:use greases and solvents utilised. Elevated PAH detected in one soil samples, although
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: permeable strata Mild migration. Limited elevated soil PAH detected, however no
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: soils. Possible migration v ia shallow groundwater, but metals in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: a n d recent sand permeable strata groundwater Limited contamination detected in soil and groundwater. Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: evidence of contamination observed in soil and groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: Marine Alluvium Mild Limited evidence of contamination observed in soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: by Corus) Medium Ground. Limited evidence of contamination identified in soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: creosote, tar, ingestion, inhalation Medium Locally elevated soil PAH in shallow and deep soil , source not
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: permeable strata Mild migration. Locally elevated soil PAH in shallow and deep soil,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:251: by Corus) Mild soil and groundwater.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: metals, alkalinity, d e t e c t e d in soils . S i t e workers would be appraised of potential risks
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: l e a d d e t e c t e d in soils. Possible migration toward River Tees but
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: by Corus) Medium Ground. Limited evidence of contamination identified in soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: (River Tees) permeable strata water Locally elevated soil PAHs and BTEX compounds at east ern side of Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: (Estuarine and permeable strata groundwater Locally elevated soil PAHs and BTEX compounds at eastern side of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: by Corus) Medium Ground. Limited evidence of contamination identified in soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: by Corus) Mild evidence of contamination identified in soil and groundwater.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:255: by Corus) Mild soil and groundwater.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: residue, lime slurry, ingestion, inhalation Medium Elevated levels of toxic and phytotoxic metals and organics in soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: (River Tees) p e r m e a b l e s t r a t a, water Elevated levels of toxic and phytotoxic metals and organics in soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: metals, alkalinity, d e t e c t e d in soils . S i t e workers would be appraised of potential risks
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257:(Area 2) creosote, tar, ingestion, inhalation Medium Locally elevated soil PAHs and BTEX compounds in soil. Site Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: (River Tees) permeable strata water Locally elevated soil PAHs and BTEX in soil . Open areas allow Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: (Estuarine and permeable strata groundwater Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: receptors (Tees drainage or s e n s i t iv e S S S I Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: (i.e. land which drainage or adjacent land values Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: metals, alkalinity, d e t e c t e d in soils . S i t e workers would be appraised of potential risks
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: Marine Alluvium Mild d e t e c t e d in soils . No boreholes in this area. Estuarine alluvium and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: and Hartlepool permeable strata Medium d e t e c t e d in soils . No boreholes in this area.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: would be retained permeable strata from pollution d e t e c t e d in soils . Possible migration toward River Tees but
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259:storage and hydraulic fluid, ingestion, inhalation Medium Locally elevated soil PAHs and BTEX compounds in soil. Site
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: (River Tees) permeable strata water Locally elev a t e d soil PAHs and BTEX in soil . Open areas allow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:263:Lackenby, South Tees: Appendix G4: Soil and Groundwater Study – Volume 3
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:263: Appendix G4: Soil and Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265:EXECUTIVE SUMMARY Soil and Groundwater Baseline Land Quality Condition
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265:landholding at Teesside to a Joint Venture Company. The a widespread basis. Alkaline pH conditions in soils are
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265:survey of soil and groundwater quality of the landholding locations at this site namely the By-Products Plant area and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265:• Soil and groundwater sampling and chemical testing of a risks have been assessed as Medium:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265:• Baseline characterisation of soil and groundwater quality. Redcar site: potentially contaminated shallow groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265:2 Screening criteria for soils have included published UK CLEA Soil Guideline Values and where values are not available for certain contaminants use has been
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266: soils in the By-Products Plant area.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:the west and northwest of the By-Products Plant in the vicinity areas) contamination in the soil and the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:hydrocarbon contamination identified in soils and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:267: characterisation of soil and groundwater conditions across the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268: Risks arising from identified soil and groundwater con
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:Soils: soils across Lackenby are characterised by uniformly strata and site drainage. Potential targets include humans i.e
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:(Figure 5). Toxic and phytotoxic metals in the soils were below
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:guideline values in shallow soils at the southern part of the Risk to: Assessed Comments:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:Hydrocarbons were below guideline values in the soil at the Human Low Principal potential exposure
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:shallow soils, which are most likely as a result of localised (site users) hardstand and building
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:concentrations were also elevated in soils from the eastern Summary Risk Assessment
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:Alkaline soil pH, sulphide and sulphate levels were all Human Low Principal potential exposure
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:301: Methods of Test for Soils for Civil Engineering Purposes
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:301: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:301:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:301:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:Representative samples of soil and rock were obtained from the exploratory holes and were taken to the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:309:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:309:boulders in soil types such as glacial till (boulder clay). With respect to rotary coring, driller’s records and observations of the recovered core are used to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:310:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:310:Legend A graphical representation of the materials encountered using BS 5930:2015 recommended symbols for soil and rock.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:310:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:310:Description Engineering description of each individual soil or rock type follows recommendations outlined in BS 5930:2015 with the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:313:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS 5930:2015.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:314:ES Environmental soil sample.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:314:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:316: Soils
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:316:Note: Composite soil types will be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:711: 1.50 J4 at c.1.50-1.60m BGL … engineer notes tar like substance pervading soil strata
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:739: 9.384 2.40 at c.2.20-2.40m BGL … black tar like substance covering soil material (sample
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1079: Description 293 Soil samples, 30 Leachate samples, 1 Misc sample.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244877 S3-TPA09 2 0.20 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244878 S3-TPA09 4 0.80 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244879 S3-TPA10 4 1.00 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244880 S3-TPA29 2 0.50 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244881 S3-TPA32 4 1.00 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244882 S3-TPB19 6 1.50 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244883 S3-TPB20 6 1.70 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244884 S3-TPB23 3 0.50 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244885 S3-TPB28 6 1.50 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244886 S3-TPA14 5 1.00 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244887 S3-TPA16 2 0.20 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244888 S3-TPA16 4 0.70 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244889 S3-TPA19 3 0.50 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244890 S3-TPA21 2 0.50 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244891 S3-TPA21 5 1.40 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244892 S3-TPB32 3 0.50 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244893 S3-TPA23 2 0.70 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244894 S3-TPA24 2 0.30 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244895 S3-TPA24 7 1.50 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244896 S3-TPA27 2 0.50 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244897 S3-TPA27 5 1.20 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244898 S3-TPA30 4 1.00 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1244899 S3-TPA30 7 2.00 SOIL NAD none Colin Patrick
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245437 S3-TPA33 2 0.50 SOIL Chrysotile bundles of Chrysotile fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245438 S3-TPA35 2 0.40 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245439 S3-TPA38 2 0.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245440 S3-TPA40 2 0.40 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245441 S3-TPB24 3 0.50 SOIL Chrysotile bundles of Chrysotile fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245442 S3-TPB24 9 2.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245443 S3-TPB24 11 3.30 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245444 S3-TPB33 6 1.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245445 S3-TPB34 6 1.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1245446 S3-TPB40 2 0.50 SOIL Amosite bundle of Amosite fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248501 S3-TPA02 2 0.50 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248502 S3-TPA02 5 1.50 SOIL Crocidolite bundle of Crocidolite fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248503 S3-TPA03 5 1.80 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248504 S3-TPA06 5 2.00 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248506 S3-TPA08 2 0.60 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248507 S3-TPA11 7 2.00 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248508 S3-TPA12 5 1.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248509 S3-TPA13 6 2.00 SOIL Amosite bundle of Amosite fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248510 S3-TPA13 9 3.00 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248511 S3-TPB66 6 1.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248512 S3-TPB68 5 1.00 SOIL Chrysotile bundles of Chrysotile fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248513 S3-TPB69 2 0.20 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1334:1248514 S3-TPB69 5 1.00 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248515 S3-TPB71 6 1.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248516 S3-TPB72 6 1.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248517 S3-TPB72 9 2.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248518 S3-TPB74 2 0.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248519 S3-TPB75 2 0.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248684 S3-TPA25 2 1.00 SOIL Chrysotile Amosite Amosite and Chrysotile present as small A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248685 S3-TPA26 2 0.20 SOIL Chrysotile Chrysotile Present as small bundle A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248686 S3-TPA28 5 1.00 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248687 S3-TPA28 11 3.50 SOIL Chrysotile Chrysotile Present as bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248688 S3-TPA31 5 0.80 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248689 S3-TPA31 8 2.00 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248690 S3-TPA42 2 0.20 SOIL Chrysotile Chrysotile Present as bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248691 S3-TPB44 5 1.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248692 S3-TPB45 2 0.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248693 S3-TPB50 5 1.30 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248694 S3-TPB51 2 0.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248695 S3-TPA15 3 1.00 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248696 S3-TPA17 4 0.60 SOIL Chrysotile Amosite Amosite and Chrysotile present in loose A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248697 S3-TPA18 4 1.00 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248698 S3-TPA18 7 1.55 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248699 S3-TPA20 4 1.00 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248700 S3-TPA22 3 0.60 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248701 S3-TPA22 6 1.80 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248702 S3-TPB57 5 1.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248703 S3-TPB58 2 0.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248704 S3-TPB59 8 2.30 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248705 S3-TPB67 2 0.20 SOIL Chrysotile Chrysotile Present as bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1248706 S3-TPB67 9 2.80 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250105 S3-TPA01 6 1.40 SOIL Chrysotile Chrysotile present as fibrous debris Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250106 S3-TPA04 5 1.00 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250107 S3-TPA05 2 0.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250108 S3-TPA05 5 2.00 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250109 S3-TPB63 2 0.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250110 S3-TPB64 5 1.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250111 S3-TPB65 6 1.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250112 S3-TPB70 3 0.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250312 S3-TPB06 2 0.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250313 S3-TPB06 5 1.00 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250314 S3-TPB12 5 0.60 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1335:1250315 S3-TPB14 5 0.70 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1250317 S3-TPB16 8 1.70 SOIL Chrysotile Chrysotile present as fibre bundles Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1250318 S3-TPB54 6 1.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1250319 S3-TPB60 3 0.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1250320 S3-TPB61 5 1.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1250321 S3-TPB62 5 1.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1250322 S3-TPB62 7 1.70 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1251103 S3-TPA26 5 0.70 SOIL NAD none D Wilkinson
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252170 S3-TPB03 2 0.70 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252171 S3-TPB04 10 2.50 SOIL Chrysotile Chrysotile present in loose fibrous A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252172 S3-TPB05 6 2.00 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252173 S3-TPB07 5 1.20 SOIL Chrysotile Chrysotile present in loose fibrous A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252174 S3-TPB08 1 0.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252175 S3-TPB09 1 0.20 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252176 S3-TPB10 5 1.00 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252177 S3-TPB10 8 2.00 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252178 S3-TPB26 2 0.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252179 S3-TPB35 2 0.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252180 S3-TPB37 2 0.50 SOIL Chrysotile Chrysotile present in loose fibrous A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252181 S3-TPB37 5 1.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252182 S3-TPB41 2 0.50 SOIL Chrysotile Chrysotile present in loose fibrous A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252183 S3-TPB46 3 0.40 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252184 S3-TPB47 5 1.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252185 S3-TPB48 2 0.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1252186 S3-TPB48 5 1.50 SOIL Chrysotile Chrysotile Present as small bundle A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253426 S3-TPA34 2 0.80 SOIL Chrysotile Amosite Chrysotile & Amosite present as fibre Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253427 S3-TPA36 2 0.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253429 S3-TPA39 2 0.30 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253430 S3-TPA39 5 0.80 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253431 S3-TPB38 6 1.50 SOIL Chrysotile Chrysotile present as fibre bundles Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253433 S3-TPB43 8 2.50 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253434 S3-TPB49 3 0.50 SOIL Chrysotile Amosite Chrysotile & Amosite present as Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253435 S3-TPB49 8 2.20 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253579 S3-TPB01 2 0.10 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253580 S3-TPB52 5 1.55 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253582 S3-TPB53 5 1.10 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1336:1253583 S3-TPB55 3 0.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253584 S3-TPB55 9 2.60 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253585 S3-TPB56 2 0.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253586 S3-TPB56 5 1.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253643 S3-TPA07 6 1.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253644 S3-TPB11 1 0.20 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253645 S3-TPB13 2 0.15 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253646 S3-TPB13 11 2.00 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253647 S3-TPB13 14 2.70 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253648 S3-TPB15 4 0.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253649 S3-TPB15 8 1.70 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253650 S3-TPB17 2 0.20 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253651 S3-TPB18 4 1.20 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253652 S3-TPB18 10 2.20 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253653 S3-TPB21 2 0.40 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253654 S3-TPB22 2 0.70 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253655 S3-TPB22 6 1.90 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253656 S3-TPB25 6 1.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253657 S3-TPB27 2 0.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253658 S3-TPB29 2 0.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253660 S3-TPB30 5 1.50 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253661 S3-TPB31 2 0.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253662 S3-TPB36 6 1.50 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1253747 S3-TPB42 8 2.50 SOIL NAD none A Christodoulou
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1254714 S3-TPB03 9 2.70 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1256611 S3-BHB01 7 3.80 SOIL NAD none Rebecca Burgess
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1259305 S3-BHA01 4 3.50 SOIL NAD none Steven Lambert
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1263036 S3-TPA33 3 0.70 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1263037 S3-TPB34 4 1.00 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1263038 S3-TPB38 4 1.00 SOIL NAD none Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1263039 S3-TPB49 4 1.00 SOIL Amosite Chrysotile Amosite & Chrysotile present as loose Jeff Cruddas
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266625 S3-TPA01 7 1.60 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266626 S3-TPA02 6 1.80 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266627 S3-TPA03 6 2.20 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266628 S3-TPA13 7 2.30 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266629 S3-TPA22 4 0.80 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266630 S3-TPA22 7 3.70 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266631 S3-TPA25 3 1.20 SOIL Amosite Amosite present in bundles Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266632 S3-TPA25 6 2.30 SOIL Amosite none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266633 S3-TPA31 6 1.00 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266634 S3-TPB16 9 2.00 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266635 S3-TPB38 7 2.00 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266636 S3-TPB40 6 2.00 SOIL Chrysotile Chrysotile present in bundles Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266637 S3-TPB55 4 1.00 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1337:1266638 S3-TPB55 10 2.60 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1338:1266639 S3-TPB68 4 1.00 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1338:1275450 S3-TPB03 8 2.70 SOIL NAD none Chris Samms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1339: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1340: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1341: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1342: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1343: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1344: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1345: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1346: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1347: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1348: Sample Type SOIL SOIL SOIL SOIL
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1349: Sample Type SOIL
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R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1354:1248697 S3-TPA18 1.00 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
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R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1354:1248700 S3-TPA22 0.60 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1355:1248701 S3-TPA22 1.80 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1355:1248702 S3-TPB57 1.50 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1356:1248703 S3-TPB58 0.50 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1356:1248704 S3-TPB59 2.30 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
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R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1356:1250109 S3-TPB63 0.50 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
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R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1356:1250111 S3-TPB65 1.50 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1356:1250112 S3-TPB70 0.50 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
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R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1358:1253428 S3-TPA37 0.70 SOIL 17/10/17 No containers logged Cannot evaluate
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R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268012 S3-TPA11 2.30 SOIL 20/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268013 S3-TPA15 1.30 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268014 S3-TPA18 1.50 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268015 S3-TPA20 1.50 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268016 S3-TPA26 2.20 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268017 S3-TPA28 0.30 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268018 S3-TPA31 2.50 SOIL 19/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268019 S3-TPA42 1.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268020 S3-TPB01 1.80 SOIL 26/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268021 S3-TPB05 2.50 SOIL 27/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268022 S3-TPB07 1.50 SOIL 27/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268023 S3-TPB10 2.50 SOIL 30/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268024 S3-TPB13 0.70 SOIL 31/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268025 S3-TPB14 2.20 SOIL 25/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268026 S3-TPB15 2.00 SOIL 31/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268027 S3-TPB17 0.60 SOIL 31/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268028 S3-TPB18 0.50 SOIL 31/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268029 S3-TPB21 1.10 SOIL 01/11/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268030 S3-TPB29 1.00 SOIL 31/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268031 S3-TPB31 1.00 SOIL 31/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268032 S3-TPB35 1.00 SOIL 30/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1366:1268033 S3-TPP37 2.00 SOIL 27/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1367:1268034 S3-TPB42 2.00 SOIL 27/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268035 S3-TPB44 1.00 SOIL 18/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268036 S3-TPB45 1.00 SOIL 18/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268037 S3-TPB47 1.00 SOIL 27/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268038 S3-TPB48 2.00 SOIL 27/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268039 S3-TPB51 2.50 SOIL 18/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268040 S3-TPB52 2.00 SOIL 26/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268041 S3-TPB53 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268042 S3-TPB54 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268043 S3-TPB56 1.00 SOIL 26/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268044 S3-TPB57 2.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268045 S3-TPB57 2.40 SOIL 19/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268046 S3-TPB58 1.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268047 S3-TPB59 2.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268048 S3-TPB60 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268049 S3-TPB61 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268050 S3-TPB61 2.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268051 S3-TPB62 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1368:1268052 S3-TPB64 2.00 SOIL 24/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1369:1268053 S3-TPB65 1.00 SOIL 24/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1268054 S3-TPB65 2.00 SOIL 24/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1268055 S3-TPB67 2.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1268056 S3-TPB70 2.00 SOIL 24/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1268057 S3-TPB70 2.30 SOIL 24/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1268058 S3-TPB74 1.00 SOIL 20/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1268059 S3-TPB75 1.00 SOIL 20/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1268093 S3-TPA33 0.70 SOIL 16/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269238 S3-TPA01 3.70 SOIL 24/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269239 S3-TPA04 2.40 SOIL 24/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269240 S3-TPA06 0.70 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269241 S3-TPA07 1.70 SOIL 01/11/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269242 S3-TPA11 2.90 SOIL 20/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269243 S3-TPA12 1.70 SOIL 20/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269244 S3-TPA16 1.00 SOIL 12/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269245 S3-TPB01 2.60 SOIL 26/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269246 S3-TPB04 0.80 SOIL 27/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269247 S3-TPB06 0.70 SOIL 25/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269248 S3-TPB08 1.00 SOIL 30/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269249 S3-TPB14 0.80 SOIL 25/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269250 S3-TPB22 1.00 SOIL 01/11/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269251 S3-TPB25 1.00 SOIL 01/11/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269252 S3-TPB26 1.00 SOIL 30/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269253 S3-TPB26 1.70 SOIL 30/01/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269254 S3-TPB30 1.00 SOIL 31/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269255 S3-TPB36 2.00 SOIL 31/01/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269256 S3-TPB37 2.70 SOIL 27/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269257 S3-TPB41 1.00 SOIL 30/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269258 S3-TPB46 0.40 SOIL 30/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269259 S3-TPB50 1.00 SOIL 18/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269260 S3-TPB51 2.00 SOIL 18/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269261 S3-TPB52 1.00 SOIL 26/10/17 PT 500ml
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269262 S3-TPB66 1.00 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269263 S3-TPB69 1.00 SOIL 20/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269264 S3-TPB71 1.00 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1370:1269265 S3-TPB72 1.00 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1371:1269266 S3-TPB73 1.00 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1371:1269267 S3-TPB74 1.50 SOIL 20/10/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1275450 S3-TPB03 2.70 SOIL 27/10/17 No containers logged Aliphatics/Aromatics (14 days), Cannot evaluate
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1276865 S3-BHA01 6.50 SOIL PT 500ml Sample date not supplied, Anions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1276866 S3-BHB02 3.50 SOIL PT 500ml Sample date not supplied, Anions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1276867 S3-BHB02 6.50 SOIL PT 500ml Sample date not supplied, Anions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1276868 S3-BHB03 2.50 SOIL PT 500ml Sample date not supplied, Anions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1276869 S3-BHB03 8.00 SOIL PT 500ml Sample date not supplied, Anions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1276870 S3-BHB04 4.00 SOIL PT 500ml Sample date not supplied, Anions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1276871 S3-BHB04 6.50 SOIL PT 500ml Sample date not supplied, Anions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1276872 S3-TPB34 1.00 SOIL PT 500ml Sample date not supplied, Anions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1372:1276873 S3-TPB38 1.00 SOIL PT 500ml Sample date not supplied, Anions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1373:1278011 S3-TPA02 1.80 SOIL 23/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1373:1278012 S3-TPA11 1.20 SOIL 20/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1373:1278013 S3-BHHB03 4.50 SOIL 10/11/17 PT 500ml pH + Conductivity (7 days)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1373:1281643 S3-TPA17 2.30 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Organic Matter (Manual) (28 days),
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1373:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1373:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1377: ANC is a measure of the buffering capacity of soils and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1377: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1378: BS1377:1990 – Soils for Civil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1378: 1001 Preparation of potentially contaminated soils prior to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1378: This method outlines the procedure used to describe soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1378:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1378:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1378: Content of Soil BS 1377:1990
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1378: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1379:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1379: soils and loose aggregates. HSE
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1379: Organic matter in soil is oxidised with potassium
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1379: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1380: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1380: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1380: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1380: The carbonate present in the soil reacts with a known
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1380: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1380: The chloride in the soil is dissolved in water and the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1380:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1380: 2006 of Soil & Chloride MCERTS(Soils)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1380: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1381: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1381:DETSC pH Value of Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1381: The electrical conductance of a soil suspension in water or
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1381: 2009 In some cases, the soil may need to be extracted with an WEF
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1381: Soil & Water
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1381: soil in saturated calcium sulphate.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1381: Dried, ground soil is transferred to a dry, tared measuring
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1381: 2019 Soil Density contents are then weighed and the density of the soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1382: sulphide in soils and similar matrices
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1382: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1382: Soils: 10mg/kg
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1382: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1384: Formaldehyde in soil is extracted in water, with a water to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1384: soil ratio of 10:1. The insoluble residue is removed by
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1384:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1384: Liquid samples and aqueous soil extracts are filtered
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1384:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1385: The sulphate and magnesium in the soil are extracted in an
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1385: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1385: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1385: Soil samples are treated with phosphoric acid to expel any
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1386: 2119 Ammonia in Soil MCERTS(Soils)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1386: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1386: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1386: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1386: Soil: 0.2mg/kg
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1386: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1387: Soils mg/kg:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1389: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1391: Metals in Soil by
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1391: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1391: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1391: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1392: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1393: Sulphur compounds in soil are extracted using aqua regia
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1393: 2320 Soil by ICP
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1393: The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1393: content of Soil by 0.01%
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1393: Sulphur compounds in soil are extracted using aqua regia
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1393:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1394: The mercury is extracted from soil in aqua regia with
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1394: Mercury in Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1394: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1394: Soils are air-dried and crushed before being subjected to a
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1394:DETSC Extraction. Soil: 100µg/kg
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1394: Soils, waters and aqueous samples are tested on an as-
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1394:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1395: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1395: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1395: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1395: Matter in Soil The Determination of Material
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: Soils are extracted in dichloromethane (DCM) by
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: National Grid Property Holdings Soil:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: Section 3.12 Soil Analysis: Elemental Water:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: Waters and aqueous extracts of soils are extracted using
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: Soil mg/kg:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: are extracted from soil and water using n-Hexane. The
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: Soils and associated materials are extracted in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: Soils are extracted into hexane: acetone by shaking. The
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1396: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1397: The PAHs in the soil sample are extracted into hexane:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1397: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1397: Soil:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1397: 10 mg/kg Soil:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1397: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1398:DETSC USEPA Method 8015B – Non- Soil:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1398: BTEX, MTBE and PRO in soils are determined via
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1398:DETSC PRO in Soils by MCERTS(Soils)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1398: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1398: An as-received soil sample is extracted in Hexane:Acetone
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1398:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1400: The SVOCs in the soil sample are extracted into DCM:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1400: Soils by GCMS the appropriate internal standard mass peak area.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1401: 5008 Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1404: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Selection of Soil GAC ………………………………………………………………………………………………………….7
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Soil Screen…………………………………………………………………………………………………………………………9
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Asbestos in Soil ………………………………………………………………………………………………………………..12
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….15
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Soil Leachate ……………………………………………………………………………………………………………………16
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1416:GQRA – Soil Screen Summary
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1416:GQRA – Soil Leachate Screen Summary
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1423:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1423: Selection of Soil GAC
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1423: B. (1) Vapour inhalation of indoor or outdoor air from volatile contaminants in soil (potential CoC
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1423: C. Direct contact and ingestion of contaminated soil (potential CoC include heavy metals,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1424:To assess potential linkages A, B(1) and C above, soil generic assessment criteria (GAC) have been chosen,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1424:The soil GAC comprise (in order of priority):
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1424:A conservative soil organic matter (SOM) content of 1% SOM has been assumed for the assessment. Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1424:organic matter recorded in 56No. soil samples obtained from Area A and 95No. soil samples obtained from
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1424:Table 1 Summary of Soil Organic Matter (SOM) Testing (Area A)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1424: Soil Material No. samples Minimum (%) Mean (%) Maximum (%)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:Table 2 Summary of Soil Organic Matter (SOM) Testing (Area B)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425: Soil Material No. samples Minimum (%) Mean (%) Maximum (%)
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:of receptors on the site. The selected human health GAC for soil are presented in Appendix C with the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425: Soil Screen
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:Contaminant concentrations in 58 soil samples from Area A and 100No. soil samples from Area B have been
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:compared with the soil GAC.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:The GAC and the maximum contaminant concentrations in soil from Areas A and B are shown in Appendix C.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:the S4UL GAC for an industrial/commercial land use used in this report. Soil pH was found to be high (10.5 to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:11 in all four soil samples) and sulphate was also flagged as elevated, both are consistent with the findings of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:In Area B, 12No. trial pits and 5No. boreholes were completed in 2004. Out of 17No. soil samples, 2 exceeded
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1426: Figure 2: Location of GAC Exceedances in Soil – Area A
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1427: Figure 3: Location of GAC Exceedances in Soil – Area B
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428: Asbestos in Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428:53 No. soil samples from Area A and 95No. soil samples from Area B were analysed by polarised light
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431: Qualitative Risk Assessment for Substances in Soil without GACs
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:the method detection limit (MDL) in all soil samples. These include polychlorinated biphenyls (PCBs), some
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:aluminium, iron, magnesium, manganese and silicon. These are all elements present naturally in soil and some
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:steelmaking wastes are incorporated into soil due to the site’s former use, particularly manganese and iron.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:and carbazole were detected in minor amounts in some soil samples. These are indicative of incomplete
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:between soil impacts and groundwater is not significant and a low risk of exposure is anticipated.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:growing medium and some form of capping with “clean soil” is likely to be incorporated into the development.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:All of the soil samples tested recorded concentrations of the potential contaminants of concern below the soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:Around 30% of the soil samples from Area A and 19% of the soil samples from Area B recorded asbestos
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:dust) is considered potentially active as surface soils may become airborne during construction or if
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1432:Concentrations of leachable contaminants from 11No. (Area A) and 10No. (Area B) soil leaching tests and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1432: Soil Leachate
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1432:The results of 11No. (Area A) and 10No. (Area B) soil leachate tests were compared to WQS as shown in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1434:In Area A, exceedances of EQS for seven heavy metals were recorded in soil leachate samples. The most
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1434:customer’s tap for DWS), direct comparison with soil leachate results is a conservative assessment as it does
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1439:in soil with the exception of minor amounts of 1,1-dichloropropene, 4-nitrophenol and carbazole. However,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1439:PCBs were not detected in either soil or groundwater and which would suggest they are unlikely to be present
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:surrounding soil, and the organic content of the soil matrix.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:leachability under current conditions. The measured pH of soil leachate and groundwater is generally neutral
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:in both areas. These do not correspond spatially with the highest recorded hydrocarbon concentrations in soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:The contaminants recorded as elevated in groundwater are generally also elevated in soil leachate from the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:in groundwater than leachate testing. This could indicate contaminant hotspots not encountered during soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:Concentrations of heavy end petroleum hydrocarbons in around 10% and 20% of the soil samples in Areas A
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:Heavy metals, hydrocarbons and other contaminants have been recorded in soil and dissolved in soil leachate
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:Potential risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:to human health from ingestion or direct contact with soils, or inhalation of volatiles from soil and groundwater,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:However, asbestos was recorded in around 30% of the soil samples from Area A, and 19% of soil samples
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:respectively. Asbestos in shallow soils in areas without buildings or hardstanding has the potential to become
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:practice such as minimising handling of asbestos-contaminated soils, damping down and appropriate Personal
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples from Made
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:above WQS for a range of contaminants. These are generally consistent with contaminants detected in soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:and soil leachate analysis indicating that some leaching is occurring from the slag deposits, tar materials,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446: groundwater receptors (area A and B) and surface water receptors (Area B) from contaminated soils
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1447: additional data collection completed to verify if soil can be managed sufficiently to avoid the need for
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1447: 7. During redevelopment, soil capping measures should be implemented to protect site users from
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1447: inadvertent contact with contaminated soil.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1447: dust creation and the movement of more impacted deep soil closer to the surface.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1448:Enviros. (2004). Baseline Soil and Groundwater Characterisation, Corus Teeside, CO0520017A, volume 1 of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1451: Human health toxicological assessment of contaminants in soil Environment Agency Science
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1451: Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline Values
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1451: An ecological risk assessment framework for contaminants in soil. Environment Agency Science
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1455:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1456:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1457: SSI3A Exceedances of GAC in Soil Samples by
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1458: SSI3B Exceedances of GAC in Soil Samples by
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1467:GQRA – Soil Screen Summary
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1468:Table D1: Soil GAC protective of Human Health
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1468: Maximum soil Maximum soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1469: Maximum soil Maximum soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1470: Maximum soil Maximum soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1471: Maximum soil Maximum soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1472: Maximum soil Maximum soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1473:GQRA – Soil Leachate Screen Summary
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1494:• Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1495: • Corus UK Ltd. – Soil and Groundwater Baseline Characterisation Study Teesside Works –
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1504: estimated to comprise >50% of the soil matrix.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1504: demolition materials, slag was not the dominant constituent although often still present within the soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1504: slag was not the dominant constituent although often still present within the soil matrix.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:be perched within the Made Ground above the more cohesive natural soils; inflow rates ranged between slow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1513:the metals analysed were detected in the majority of the soil samples taken from the Made Ground. Statistical
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1514:Made Ground types. Soil samples were on average strongly alkaline with mean pH values of 11.2, 10.7, and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1515:Concentrations of TPH were detected above the MDL in approximately two thirds of soil samples, the following
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1515: the sample, the results suggest a leaching potential for the soil impact.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1516:No elevated concentrations of VOC, SVOC, or PCBs were measured in any of the soil samples.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517:• Vapour inhalation pathways in relation to soil are potentially active, vapour inhalation pathways in relation
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517:• During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517: relation to soil would be considered active. Given the identified depth to groundwater, direct contact
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517:• Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1519: o Made Ground – 80kPa to 110kPa indicating high strength soils.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1519: o Glacial Till –116kP indicating a high strength soil.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1524:metals analysed were detected in the majority of the soil samples taken from the Made Ground. Statistical
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1525:Concentrations of TPH were detected above the MDL in the majority of soil samples, the following samples
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1525: potential for the soil impact.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1525: suggest a low leaching potential for the soil impact.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1525: leachate, the results suggest a low leaching potential for the soil impact.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1526: the results suggest a low leaching potential for the soil impact.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1526: measured above the MDL in the leachate, the results suggest a low leaching potential for the soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528:No elevated concentrations of VOC, SVOC, or PCBs were measured in any of the soil samples analysed.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528:the two visits. Concentrations of TPH in soil in the trial pit (S3-TPB53) where the monitoring well had been
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528:• Vapour inhalation pathways in relation to soil are potentially active, vapour inhalation pathways in relation
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528:• During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1529: relation to soil would be considered active. Given the identified depth to groundwater, direct contact
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1530: o Cohesive Made Ground - 33kPa and 101kPa indicating low to high strength soils.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1530: o Glacial Till – 43kPa to 111kPa indicating medium to high strength soils.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1530: o Glaciolacustrine Deposits – 35kPa to 95kPa indicating low to high strength soils (Note High
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1536:• Human health toxicological assessment of contaminants in soil Environment Agency Science
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1536:• Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline Values
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1536:• An ecological risk assessment framework for contaminants in soil. Environment Agency Science
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1547:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1548:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1590: Enviros, Corus UK Ltd. – Soil and Groundwater Baseline Characterisation Study Teesside Works –
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1591: soils are often sensitive and may also suffer significant loss of strength due to changes in loading.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1591: Glacial till can comprise a complex and variable sequence of soils which may also include sands and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1596:The majority of the made ground (and underlying natural soils) at the site are predominantly granular in nature
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1597:compression can occur in both man made materials and natural soils (e.g. wind blown deposits) without the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1597:within a soil until it has become inundated. Inundation can occur due to a number of different mechanisms
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1597:from the soils. This can be done by ensuring that the materials above the water table are sufficiently
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1597:to bore or excavate through but also increase the risk of voids or poorly compacted soils immediately adjacent
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1597:expansion) of the soil. Certain types of slag deposit are particularly prone to increases in volume leading to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1605:The Environmental Risk Assessment report includes full details of the environmental condition of the soils
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1605:natural soils used for the purposes of construction on the site of origin) are deemed to be a waste unless the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1606:In addition to the risk assessment, a materials management plan will be required detailing where soils will be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1610:Additionally, the natural soils beneath the made ground may suffer from long term creep settlement if loadings
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1610:are changed where glaciolacustrine soils are present.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1610:confirm depth to rockhead, ground gas regime, settlement of made ground and natural soils under proposed
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1625: Enviros, Corus UK Ltd. – Soil and Groundwater Baseline Characterisation Study Teesside Works –
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1631:Elevated levels of sulphate and sulphide are present in Made Ground soils, leachate, and within groundwater,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1632:The current potential extent of asbestos in soil has been identified, based on the soil sample analysis
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1632:Elevated sulphate in soils is primarily within Made Ground deposits and is considered linked to the slag
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1633:Table 1: Summary of Soil Treatment Technologies (Environment): Technical Parameters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1633: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1634:Table 2: Summary of Soil Treatment Technologies (Slag): Technical Parameters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1635:Table 3: Summary of Soil Treatment Technologies (Aggressive Ground): Technical Parameters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1635: Soil Stabilization Soil Stabilization
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1635: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1636:The top selected technologies for soil and groundwater respectively are presented below and discussed in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1639: Soil excavation will address all the asbestos identified in the shallow unsaturated soils;
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1639: Excavation and off-site disposal of impacted soils to landfill will involve significant vehicle and traffic
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1640: Capping will address all the asbestos identified in the shallow unsaturated soils;
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1642:In addition to the risk assessment, a materials management plan will be required detailing where soils will be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1645: Human health toxicological assessment of contaminants in soil Environment Agency Science
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1645: Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline Values
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1646: An ecological risk assessment framework for contaminants in soil. Environment Agency Science
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1655:SUMMARY OF SOIL TREATMENT TECHNOLOGIES: Technical Parameters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1655:SUMMARY OF SOIL TREATMENT TECHNOLOGIES: Operational and Commercial Parameters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1656:SUMMARY OF SOIL TREATMENT TECHNOLOGIES: Technical Parameters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1656:SUMMARY OF SOIL TREATMENT TECHNOLOGIES: Operational and Commercial Parameters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1657:SUMMARY OF SOIL TREATMENT TECHNOLOGIES: Technical Parameters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1657: Cement and Additional Excavation and Disposal Soil Stabilization Cement and Additional Excavation and Disposal Soil Stabilization
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1657:SUMMARY OF SOIL TREATMENT TECHNOLOGIES: Operational and Commercial Parameters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1657: Cement and Additional Excavation and Disposal Soil Stabilization Cement and Additional Excavation and Disposal Soil Stabilization
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1663: Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils 100
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1665:preparation and the temporary storage of soils.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1666:unacceptable risk from, or being adversely affect by, unacceptable levels of soil, air, water or noise pollution
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1667: Specialists/Contaminated Land: Applications in Real Environments (EIC/AGS/CL:AIRE, 2009). Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1667: Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1683: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1683: Wood Comment: Lead in soil exceeded the current GAC for commercial end use of 2,300mg/kg. This
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1683: Soil and Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1683: Soils: Fill materials across the site are typically characterised by alkaline pH and elevated
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1683: While zinc was below the GAC elevated zinc concentrations were detected which could lead to soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1684: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1684: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1685: There was evidence of localised hydrocarbon contamination in soil and groundwater within the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1696: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1696: Enviros investigation (2004) had a limited soils analysis dataset for the Grangetown Prairie site as
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1697: Enviros investigations (2008) analysed 32 soil samples for heavy metals. One sample exceeded the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1697: Shadbolt Environmental investigations (2011) analysed 35 soil samples, with results compared to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1698: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1698: five soil samples. Visual and olfactory evidence of hydrocarbons was encountered, in trial pits, and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699: soils
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699: A total of 35 soil samples were analysed for a suite of potential contaminants including metals, pH
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1700: Chemical analysis results of soils were compared with GACs for commercial/ industrial end use. A
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1700: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1700: Soil analysis results were compared with GACs for commercial/industrial land use.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1700: organic contaminants in soils, the results were all below the GAC for commercial/industrial end
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1701: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1702: locally. Concentrations of BTEX compounds in soils were less than the GACs used (SGVs) for
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1713: Soil and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1713: Baseline 11 soil samples were analysed, and one round of groundwater monitoring was completed.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1713: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1713: Analysis of soil samples did not show concentration for metals, PAHs and TPH above Commercial GACs
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1714: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1714: Analysis of soil samples did not show concentration for metals, PAHs and TPH above Commercial GACs.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1734: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1734: CH2M Hill reassessed the data acquired by Enviros in 2004 and assessed soil data based on
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1735: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1736: Soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1736: Based on the findings of the HRA, TATA proposed that the site be capped with 1m of soils,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1749: hydrocarbon contaminants were identified within the soil with the potential to impact
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1749: contaminants were identified within the soil with the potential to impact surface water quality.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1752:Solvent extraction, air sparging, soil vapour extraction (SVE) and dual phase SVE have not been carried
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1752:asbestos. Soil flushing, surface amendments or soil washing are not appropriate for asbestos contamination.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1752:Exposure pathways for commercial/industrial end use include direct soil and indoor dust ingestion, skin
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1752:contact with soils and dusts, and inhalation of dust and vapours. As it is not pragmatic to remove all
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1754: S = Soils, Made Ground and sediments Volatile Pesticides
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1754: Chemical Soil flushing S S S S
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1754: Soil vapour extraction (SVE) S S S
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1754: Soil washing S S S S S
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1755: CL4 hard surfacing to break pathway Protection against aggressive soils will be health.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1758:Site won and imported clean cover soils will be placed under a controlled methodology, mainly driven by
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1758:the arising’s to ensure they are in keeping with the soil chemistry in the shallow Made Ground and do not
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1759:Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1763:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1764:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1870: Likelihood possible under in soils at depths >1m in a residential garden, or 0.5-1.0m in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1870: present and in the right place which means that it in soils at depths of 0.5-1.0m in a residential garden, or the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1870: Likelihood appear very likely in the short-term and almost in soils in the top 0.5m in a residential garden.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1880:WITH GROUND PREPARATION AND TEMPORARY STORAGE OF SOILS AND ITS
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1881: AND TEMPORARY STORAGE OF SOILS AND ITS FINAL USE
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1881:storage of soils.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1884:Prior to commencement of any operation to store or permanently use soil for restoration
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1885:permit. The stockpiles of soil are to be imported and be used for land remediation, and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1885:therefore we would not expect any contamination. Any contaminated soils identified on
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1885:applicant intends to treat contaminated soils on site that is likely to be a waste permitted
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1885:activity. It is not clear if the imported soil is classed as clean or contaminated.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1885:The Technical Note - Storage of imported soils for land remediation further mentions the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1894:Page Section Soil chemistry On site 0-50m 50-250m 250-500m 500-2000m
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1894:144 20.1 BGS Estimated Background Soil Chemistry 22 1 - - -
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1894:145 20.2 BGS Estimated Urban Soil Chemistry 0 0 - - -
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1894:146 20.3 BGS Measured Urban Soil Chemistry 0 0 - - -
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1967:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1967: leaching soils and the absence of low permeability superficial deposits.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1967: leaching soils and/or the presence of superficial deposits characterised by a low permeability.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1968:ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1969: ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1992:physical geography and soil properties. It should be noted that the categories for the grading of agricultural
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2013:The potential hazard presented by soils that absorb water when wet (making them swell), and lose water as
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2013:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2031: 20 Soil chemistry
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2031:20.1 BGS Estimated Background Soil Chemistry
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2031:collected at a sample density of approximately 1 per 2 km2. In areas where rural soil samples are not available,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2031:converted to soil-equivalent concentrations prior to the estimation.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2032:20.2 BGS Estimated Urban Soil Chemistry
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2033:20.3 BGS Measured Urban Soil Chemistry
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:25: Works; Grangetown Prairie; 27.09.2019 preparation and temporary storage of soils and its final use in the remediation
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:34:BFIHOST Base Flow Index estimated from soil type
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:34:PROPWET FEH index of proportion of time that soil is wet
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:34:SPRHOST Standard percentage runoff estimated from soil type
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: high-leaching soils and the absence of low-permeability superficial deposits.
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:35: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:40: against ingress from contaminated soils. This will prevent contamination during storage.
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:42: development are dust deposition, resulting in the soiling of surfaces; visible dust plumes;
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:48:5.111 Previous investigation of the land has shown that soils across the site are characterised by
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:49: and compaction will disturb the soil and could result in dust generation, as well as provide
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:51: embedded into the design of the scheme. Excavation material would comprise soil, clay, stone
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter K - Waste and Materials - Dec 2020(1).PDF:19:K5.6 Excavation material would comprise inert soils and stones and Made Ground. In line with the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter K - Waste and Materials - Dec 2020(1).PDF:20: material requiring off-site disposal and no void space remaining requiring the import of soils.
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16:8.11 During construction, the use of heavy equipment and activities may disturb the soil and result in
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:12: or groundwater as well as reducing leaching of residual soil contamination due to
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:26: water, land, soil and biodiversity) used;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:26: emissions (such as water, air, soil and subsoil pollution, noise,
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:26: (for example land take), soil (for example organic matter,
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:27: (b) the use of natural resources, in particular land, soil, water
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:29: fill neutral across the Teesworks area, with all soil waste will be kept within the Teesworks area.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:31: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:35: will be recorded of the soils, chemicals and oils used during the construction process;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:11: Soils containing asbestos will not be subject to
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:11: detected or are suspected. All soils containing
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:11: mist sprays to keep the soils wet whilst handled
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:11: Where soils containing contaminant of concern
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:11: threshold soils may be reused as infill to
R-2020-0820-ESM-Lackenby HRA Rev A(1).PDF:8:spills, storage of soils and control of construction related dust and the construction of site hoarding
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:9: • Good Practice Guide for Handling Soils (MAFF, 2000) (Ref 42);
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:18: Cranfield University’s National Soils Resources Institute Soil type and land use.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:18: Soilscapes website (Ref 10).
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:18: Enviros (2004), Soil and Groundwater Baseline Groundwater quality.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:29: Geology and Soils
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:30:F4.25 The UK Soil Observatory viewer indicates that the Soilscapes Mapping for England and Wales
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:30: and clayey soils in the south of the site, and loamy and clayey soils of coastal flats with naturally
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:37: development is generally devoid of natural surface soil resources, and that significant deposits of
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:37: the historic industrial nature of the site and absence of natural surface soils, soils are not an
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:37: a soils impact assessment has not been carried out.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:39: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:39: substances from entering watercourses. Details will be recorded of the soils, chemicals and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:43: pollution to groundwater with high leaching soils). During site preparation (where the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49: soils during excavation is likely, prior to groundworks Groundwater monitoring would
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:50: soils encountered
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:51: Glaciolacustrine deposits superficial aquifer. Also, the use of site-won and imported soil-based
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52: between the potentially contaminated shallow soils (Made Ground) and groundwater. This may
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:59: contaminated soils. This will
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:60: to minimise infiltration into potentially contaminated soils. Any storage for rainwater shall be
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:60: lined or in tanks that are suitably protected against ingress from contaminated soils. This will
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:61: 4 BFIHOST Base Flow Index estimated from soil type
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:61: 27 PROPWET FEH index of proportion of time that soil is wet
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:61: 31 SPRHOST Standard percentage runoff estimated from soil type
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:62: 10 CSAI (2020). Soilscapes Soil Types Viewer - National Soil Resources Institute. Cranfield
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:63: 20 Enviros (2004), Soil and Groundwater Baseline Characterisation Study Teesside Works -
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:64: 42 MAFF (2000). Land use and planning: Good practice guide for handling soils. Cambridge:
R-2020-0820-ESM-Lackenby EcIA Rev A.pdf:15: limited to, spills, storage of soils and control of construction related dust and the construction
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:22: Works; storage of soils and its final use in the remediation and Dorman Point site,
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:41: groundwater receptors. Excavations can lead to contaminants entering the soils, subsequent
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:28:to support notable invertebrate species. The soils within the proposed
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:36: Teesmouth and Pollution of Holme Dust, water or contaminated soils Potential impact to the habitats CEMP No significant residual
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:36: Teesmouth and Pollution of Holme Dust, water or contaminated soils Potential impact to qualifying CEMP No significant residual
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:57: 1. Known history of disturbance at the site or evidence that soil has been
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:58:has developed a very thin layer of soil so that the surface may be loose but with
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:58:Infrastructure, construction or other purpose, currently unvegetated, but the soil
R-2020-0270-FFM-a) Stay safe near our pipes.pdf:2: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.
R-2020-0270-FFM-319577 Response Letter.pdf:4:Best and most versatile agricultural land and soils
R-2020-0270-FFM-319577 Response Letter.pdf:4:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2020-0270-FFM-319577 Response Letter.pdf:4:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2020-0270-FFM-319577 Response Letter.pdf:4:developer uses an appropriately experienced soil specialist to advise on, and supervise soil handling,
R-2020-0270-FFM-319577 Response Letter.pdf:4:including identifying when soils are dry enough to be handled and how to make the best use of soils on
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:4: Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils 108
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: identified within the soil with the potential to impact groundwater quality. Based on the low
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: contaminants were identified within the soil with the potential to impact surface water quality.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:7:preparation and the temporary storage of soils.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:7:unacceptable risk from, or being adversely affect by, unacceptable levels of soil, air, water or noise pollution
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:8: Specialists/Contaminated Land: Applications in Real Environments (EIC/AGS/CL:AIRE, 2009). Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:9: Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Wood Comment: Lead in soil exceeded the current GAC for commercial end use of 2,300mg/kg. This
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soil and Groundwater
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soils: Fill materials across the site are typically characterised by alkaline pH and elevated
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: While zinc was below the GAC elevated zinc concentrations were detected which could lead to soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: There was evidence of localised hydrocarbon contamination in soil and groundwater within the
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:41: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:41: Enviros investigation (2004) had a limited soils analysis dataset for the Grangetown Prairie site as
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Enviros investigations (2008) analysed 32 soil samples for heavy metals. One sample exceeded the
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Shadbolt Environmental investigations (2011) analysed 35 soil samples, with results compared to
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: five soil samples. Visual and olfactory evidence of hydrocarbons was encountered, in trial pits, and
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: soils
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: A total of 35 soil samples were analysed for a suite of potential contaminants including metals, pH
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Chemical analysis results of soils were compared with GACs for commercial/ industrial end use. A
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Soil analysis results were compared with GACs for commercial/industrial land use.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: organic contaminants in soils, the results were all below the GAC for commercial/industrial end
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: locally. Concentrations of BTEX compounds in soils were less than the GACs used (SGVs) for
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: CH2M Hill reassessed the data acquired by Enviros in 2004, and assessed soil data based on
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Soil
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Based on the findings of the HRA, TATA proposed that the site be capped with 1m of soils,
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:Solvent extraction, air sparging, soil vapour extraction (SVE) and dual phase SVE have not been carried
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:asbestos. Soil flushing, surface amendments or soil washing are not appropriate for asbestos contamination.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:Exposure pathways for commercial/industrial end use include direct soil and indoor dust ingestion, skin
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:contact with soils and dusts, and inhalation of dust and vapours. As it is not pragmatic to remove all
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: S = Soils, Made Ground and sediments Volatile Pesticides
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Chemical Soil flushing S S S S
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Soil vapour extraction (SVE) S S S
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Soil washing S S S S S
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: CL4 hard surfacing to break pathway Protection against aggressive soils will be health.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:107:Site won and imported clean cover soils will be placed under a controlled methodology, mainly driven by
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:107:the arisings to ensure they are in keeping with the soil chemistry in the shallow Made Ground and do not
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:108:Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:112:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:112:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: Likelihood possible under in soils at depths >1m in a residential garden, or 0.5-1.0m in
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: present and in the right place which means that it in soils at depths of 0.5-1.0m in a residential garden, or the
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: Likelihood appear very likely in the short-term and almost in soils in the top 0.5m in a residential garden.
R-2020-0270-FFM-P3000803_BDP_(REP)_L001 P02.PDF:12: neutral soil usually within a pH between 4.5 and 6.5.
R-2020-0270-FFM-Officer Report 0270.pdf:17:habitat to support notable invertebrate species. The soils within the proposed
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:23: Calculate from SOIL type
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:26: BFIHOST …………………… Base Flow Index derived using the HOST soil classification
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:26: HOST ………………………… Hydrology of Soil Types
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:26: SPRHOST …………………. Standard percentage runoff derived using the HOST soil classification
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:27: geology, soils, land use and
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:30: Record how other BFIHOST values were checked against soil and geology maps and were
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:9:The soils within the proposed development site are considered to contain
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:13:movement of earth and storage of soils, there is the potential that soils from the
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:17:and northern moors where the soil is less free draining. On the western, southern
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:17:and central moors where the soil is free draining, the site contains the Annex I
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:21:watercourse. This could also include high levels of soils from the in-river works
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:23:the STDC site14. As soils from the proposed development site may be stored in
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:26:from soil storage in other areas of the STDC have not been assessed further in this
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:27:such as spillage or leaks of oil and/or soils entering the watercourse the following
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:28:may be used to store soils generated from the construction of the proposed
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:28:the integrity of the SPA and Ramsar from the storage of soils in these six
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: SOIL TREATMENT HOSPITAL
R-2021-0432-FFM-EP CL.pdf:1:Proposal: DEVELOPMENT OF SOIL TREATMENT AREA COMPRISING OF HARD
R-2021-0432-FFM-Decision.pdf:1:Details: DEVELOPMENT OF SOIL TREATMENT AREA COMPRISING OF HARD
R-2021-0432-FFM-Decision.pdf:1: Soil Treatment Hospital Area Sections (Dwg No. TSWK-STDC-LAC-ZZ-DR-C-
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0002 Soil Hospital CDM working areas.PDF:1: USE DURING SOIL HOSPITAL
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0002 Soil Hospital CDM working areas.PDF:1: SOIL HOSPITAL CDM WORKS AREA
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0002 Soil Hospital CDM working areas.PDF:1: SOIL HOSPITAL CDM WORKS AREA
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0002 Soil Hospital CDM working areas.PDF:1: SOIL HOSPITAL
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0013 Lackenby Soil Treatment Hospital Area - Sections.PDF:1: SOIL TREATMENT HOSPITAL AREA
R-2021-0432-FFM-5203829-HPV-DR-C-0701.PDF:1: NOTES KEYS FIRST ISSUE S0 SOIL TREATMENT
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:4:2.2.3 Areas of Waste Soils and Contaminated Material, Substances or Products for Remediation by The
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:7:undertake soils remediation works at the Former Redcar Steelworks (the Site).
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:8:2.2.3 Areas of Waste Soils and Contaminated Material, Substances or Products for
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:9:transported to the Soil Treatment Area. These materials are predominately impacted by Hydrocarbons Non-
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:10:the microbial population. The soil piles are placed on hardstanding or an impermeable layer with drainage to
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:10:up the soils. A geomembrane cover is required to prevent the soil from becoming saturated by rain. Once
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:14:Soil, contaminated soil,
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:14: Solid wastes from soil Estimated approximately to be taken off-site for
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:14: soil remediation containing Solid Waste
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:14:Untreatable Solids from the soil remediation other than
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:14: Sludges recovered from 19 13 03 sludges from soil
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:14: runoff from soil treatment remediation containing Sludge
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:14: 19 13 04 sludges from soil 50
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:14: runoff from soil treatment Sludge
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:15:It is anticipated that up to 25,000m3 of material can be actively treated (at any one time) on the soil treatment
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:15:areas until suitable for reuse. The maximum soil storage capacity of the quarantine facilities for retesting or
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:18:are to be treated being granular soils and stones contaminated predominately with hydrocarbons.
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:18:Where required extracted soil vapour will be passed through an absorbent media (GAC) to reduce contaminant
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:18:Arcadis anticipate that Light Non Aqueous Phase Liquid (LNAPL) will be recovered from the treated soils and
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:19:Where required to treat the extracted soil vapour and recovered water, prior to discharge, GAC has been
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:26:This Deployment Form has been submitted for the proposed remediation of soils at the Former Redcar
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: from soils to groundwater Materials for treatment are to be place
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: soils during treatment and the remediation area. Nearest offsite commercial
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: Human health dusts generated from soil Medium Medium Medium dismantling and processing of soil treatment piles
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: Visual amenity impact Low Low Low dismantling and processing of soil treatment piles
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: Windborne odours from soil
R-2021-0432-FFM-Off Rep.pdf:1:PROPOSAL: DEVELOPMENT OF SOIL TREATMENT AREA
R-2021-0432-FFM-Off Rep.pdf:1:Permission is sought for the development of soil treatment area comprising of
R-2021-0432-FFM-Off Rep.pdf:1:proposed application will allow for soil within the Teesworks area to be treated
R-2021-0432-FFM-Off Rep.pdf:3:conveyed from the soil treatment area by tanker to a water treatment plant.
R-2021-0432-FFM-Off Rep.pdf:6:storage and processing of soils. Given that the proposed works are to be low
R-2021-0432-FFM-Off Rep.pdf:8:The application proposes the use of the site to allow soil within the Teesworks
R-2021-0432-FFM-Off Rep.pdf:9: Soil Treatment Hospital Area Sections (Dwg No. TSWK-STDC-LAC-ZZ-
R-2021-0432-FFM-19736928_1.PDF:1:STDC Soil Treatment Hospital,
R-2021-0432-FFM-19736928_1.PDF:2:Corporation’s information and use in relation to a detailed planning application for a proposed temporary soil
R-2021-0432-FFM-19736928_1.PDF:5:and Drainage Strategy to support a detailed planning application for a proposed temporary soil treatment
R-2021-0432-FFM-19736928_1.PDF:8:3.4.1. Soils
R-2021-0432-FFM-19736928_1.PDF:8:According to Soilscapes3, the soils on the Site are described as slowly permeable seasonally wet slightly acid
R-2021-0432-FFM-19736928_1.PDF:8:but base-rich loamy and clayey soils with impeded drainage.
R-2021-0432-FFM-19736928_1.PDF:8:recorded in some boreholes. Glacial Till can comprise a complex and variable sequence of soils which may
R-2021-0432-FFM-19736928_1.PDF:8:3 Soilscapes, www.landis.org.uk/soilscapes/
R-2021-0432-FFM-19736928_1.PDF:10:The Proposed Development comprises a compacted steel fines surface to form soil treatment area, an
R-2021-0432-FFM-19736928_1.PDF:11: 2.0m; however, the flat topography of the Site and surrounding areas is flat and the underlying soils and
R-2021-0432-FFM-19736928_1.PDF:12:• The soil treatment area is bounded in the eastern, southern and western edges by a 600mm high bund.
R-2021-0432-FFM-19736928_1.PDF:12: The northern edge is approximately 1m higher than the adjacent ground level and the soil treatment area
R-2021-0432-FFM-19736928_1.PDF:13: section 6, that will intercept run-off from the soil treatment area.
R-2021-0432-FFM-19736928_1.PDF:13:of the soil treatment area and, in extreme cases, may overtop the 600mm high bund and flow onto the
R-2021-0432-FFM-19736928_1.PDF:14:a water treatment plant to remove pollutants originating from soil that is being processed.
R-2021-0432-FFM-19736928_1.PDF:14:been included within the design. The soil treatment hospital is anticipated to be required for a period of up to 5-
R-2021-0432-FFM-19736928_1.PDF:14:proposed water treatment plant and subsequently discharged from the Site. Run-off from the proposed soil
R-2021-0432-FFM-19736928_1.PDF:14:The peak run-off flow rate from the soil treatment area during the 20% AEP rainfall event has been calculated
R-2021-0432-FFM-19736928_1.PDF:15: along the southern edge of the soil treatment area).
R-2021-0432-FFM-19736928_1.PDF:15:proposed soil treatment area is surrounded by a 600mm high bund which will retain water within the area if it is
R-2021-0432-FFM-19736928_1.PDF:15:enable water to accumulate within the soil treatment area to a depth of 0.2m. This will provide a further 142m3
R-2021-0432-FFM-19736928_1.PDF:15:the soil treatment area. Under these circumstances, the water will tend to flow in a south-easterly and south-
R-2021-0432-FFM-19736928_1.PDF:16:• A 600mm high bund bounding the soil treatment area’s eastern, southern and western edges.
R-2021-0432-FFM-19736928_1.PDF:16:• The northern edge of the soil treatment area is approximately 1m higher than the adjacent ground level
R-2021-0432-FFM-19736928_1.PDF:16: with the soil treatment area sloping in a southerly direction.
R-2021-0432-FFM-19736928_1.PDF:16:event, water that is unable to enter the formal drainage system will accumulate at the southern end of the soil
R-2021-0432-FFM-19736928_1.PDF:16:proposed soil treatment area is surrounded by a 600mm high bund which will retain water within the area if it is
R-2021-0432-FFM-19736928_1.PDF:16:the soil treatment area. Under these circumstances, the water will tend to flow in a south-easterly and south-
R-2021-0432-FFM-19736928_1.PDF:21:We are contacting you with reference to a proposed temporary soil treatment facility plant (lasting approximately five
R-2021-0432-FFM-19736928_1.PDF:24:We are contacting you, as the LLFA, with reference to a proposed temporary soil treatment facility plant (lasting
R-2021-0432-FFM-19736928_1.PDF:32: PROPOSED SOIL TREATMENT 10.656 10.641 OUTFLOW RATE TO THE TREATMENT PLANT OF 5l/s. IF THIS
R-2021-0432-FFM-19736928_1.PDF:32: 9.857 SOIL TREATMENT HOSPITAL
R-2021-0432-FFM-19736928_1.PDF:33: SOIL TREATMENT HOSPITAL
R-2021-0432-FFM-19736928_1.PDF:35:Woodcote Grove STDC Soil Hospital
R-2021-0432-FFM-19736928_1.PDF:36:Woodcote Grove STDC Soil Hospital
R-2021-0432-FFM-19736928_1.PDF:37:Woodcote Grove STDC Soil Hospital
R-2021-0432-FFM-19736928_1.PDF:38:Woodcote Grove STDC Soil Hospital
R-2021-0432-FFM-19736928_1.PDF:39:Woodcote Grove STDC Soil Hospital
R-2021-0432-FFM-19736928_1.PDF:40:Woodcote Grove STDC Soil Hospital
R-2021-0432-FFM-10035117-AUK-XX-XX-SP-ZZ-0258-P1-Water Treatment Prairie Excavations -Se....pdf:8: Description 14 Soil samples, 2 Leachate samples, 3 Water samples.
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0011 Lackenby Soil Treatment Hospital Location Plan.PDF:1: SOIL TREATMENT HOSPITAL AREA
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0011 Lackenby Soil Treatment Hospital Location Plan.PDF:1: SOIL TREATMENT HOSPITAL AREA
R-2021-0432-FFM-LLFA.pdf:1:Subject: RE: R/2021/0432/FF - FORMER REDCAR STEELWORKS (TEESWORKS) - SOIL
R-2021-0432-FFM-LLFA.pdf:2:Subject: R/2021/0432/FF - FORMER REDCAR STEELWORKS (TEESWORKS) - SOIL HOSPITAL
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:1:Submission of Full Planning Application: Proposed Soil Treatment Hospital,
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:1:“Development of soil treatment area comprising of hardstanding, water treatment area and associated
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:1:The grant of this planning permission will enable the implementation of a temporary (up to five years) soil
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:1:treatment hospital which will be used to treat and remediate soil within the Teesworks area. The
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:1:following soil treatment has been removed of any pollutants. Further details are available within the attached
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:1:moving forward, and therefore this application will allow for soil within the Teesworks area to be treated and
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:2:overall regeneration of the area and allow a mechanism for the decontamination of soils and the subsequent
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:2:treatment of its soil in this location. Equally, the development has sought to ensure that water quality is not
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:2:originating from the soil that has been processed on the site.
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:2:allow treated soil to be used in this transformation. The proposal accords with the relevant adopted Local
R-2021-0432-FFM-EP NU.pdf:1: Proposal: DEVELOPMENT OF SOIL TREATMENT AREA COMPRISING
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:8: Methods of Test for Soils for Civil Engineering Purposes
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:8: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:8:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:8:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:Representative samples of soil and rock were obtained from the exploratory holes and were taken to the
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:16:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:16:boulders in soil types such as glacial till (boulder clay). With respect to rotary coring, driller’s records and observations of the recovered core are used to
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:17:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:17:Legend A graphical representation of the materials encountered using BS 5930:2015 recommended symbols for soil and rock.
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:17:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:17:Description Engineering description of each individual soil or rock type follows recommendations outlined in BS 5930:2015 with the
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:20:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS 5930:2015.
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:21:ES Environmental soil sample.
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:21:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:23: Soils
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:23:Note: Composite soil types will be
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:418: 1.50 J4 at c.1.50-1.60m BGL … engineer notes tar like substance pervading soil strata
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:446: 9.384 2.40 at c.2.20-2.40m BGL … black tar like substance covering soil material (sample
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:786: Description 293 Soil samples, 30 Leachate samples, 1 Misc sample.
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244877 S3-TPA09 2 0.20 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244878 S3-TPA09 4 0.80 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244879 S3-TPA10 4 1.00 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244880 S3-TPA29 2 0.50 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244881 S3-TPA32 4 1.00 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244882 S3-TPB19 6 1.50 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244883 S3-TPB20 6 1.70 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244884 S3-TPB23 3 0.50 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244885 S3-TPB28 6 1.50 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244886 S3-TPA14 5 1.00 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244887 S3-TPA16 2 0.20 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244888 S3-TPA16 4 0.70 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244889 S3-TPA19 3 0.50 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244890 S3-TPA21 2 0.50 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244891 S3-TPA21 5 1.40 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244892 S3-TPB32 3 0.50 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244893 S3-TPA23 2 0.70 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244894 S3-TPA24 2 0.30 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244895 S3-TPA24 7 1.50 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244896 S3-TPA27 2 0.50 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244897 S3-TPA27 5 1.20 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244898 S3-TPA30 4 1.00 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1244899 S3-TPA30 7 2.00 SOIL NAD none Colin Patrick
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245437 S3-TPA33 2 0.50 SOIL Chrysotile bundles of Chrysotile fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245438 S3-TPA35 2 0.40 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245439 S3-TPA38 2 0.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245440 S3-TPA40 2 0.40 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245441 S3-TPB24 3 0.50 SOIL Chrysotile bundles of Chrysotile fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245442 S3-TPB24 9 2.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245443 S3-TPB24 11 3.30 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245444 S3-TPB33 6 1.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245445 S3-TPB34 6 1.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1245446 S3-TPB40 2 0.50 SOIL Amosite bundle of Amosite fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248501 S3-TPA02 2 0.50 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248502 S3-TPA02 5 1.50 SOIL Crocidolite bundle of Crocidolite fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248503 S3-TPA03 5 1.80 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248504 S3-TPA06 5 2.00 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248506 S3-TPA08 2 0.60 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248507 S3-TPA11 7 2.00 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248508 S3-TPA12 5 1.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248509 S3-TPA13 6 2.00 SOIL Amosite bundle of Amosite fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248510 S3-TPA13 9 3.00 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248511 S3-TPB66 6 1.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248512 S3-TPB68 5 1.00 SOIL Chrysotile bundles of Chrysotile fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248513 S3-TPB69 2 0.20 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1041:1248514 S3-TPB69 5 1.00 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248515 S3-TPB71 6 1.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248516 S3-TPB72 6 1.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248517 S3-TPB72 9 2.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248518 S3-TPB74 2 0.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248519 S3-TPB75 2 0.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248684 S3-TPA25 2 1.00 SOIL Chrysotile Amosite Amosite and Chrysotile present as small A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248685 S3-TPA26 2 0.20 SOIL Chrysotile Chrysotile Present as small bundle A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248686 S3-TPA28 5 1.00 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248687 S3-TPA28 11 3.50 SOIL Chrysotile Chrysotile Present as bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248688 S3-TPA31 5 0.80 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248689 S3-TPA31 8 2.00 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248690 S3-TPA42 2 0.20 SOIL Chrysotile Chrysotile Present as bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248691 S3-TPB44 5 1.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248692 S3-TPB45 2 0.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248693 S3-TPB50 5 1.30 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248694 S3-TPB51 2 0.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248695 S3-TPA15 3 1.00 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248696 S3-TPA17 4 0.60 SOIL Chrysotile Amosite Amosite and Chrysotile present in loose A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248697 S3-TPA18 4 1.00 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248698 S3-TPA18 7 1.55 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248699 S3-TPA20 4 1.00 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248700 S3-TPA22 3 0.60 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248701 S3-TPA22 6 1.80 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248702 S3-TPB57 5 1.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248703 S3-TPB58 2 0.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248704 S3-TPB59 8 2.30 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248705 S3-TPB67 2 0.20 SOIL Chrysotile Chrysotile Present as bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1248706 S3-TPB67 9 2.80 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250105 S3-TPA01 6 1.40 SOIL Chrysotile Chrysotile present as fibrous debris Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250106 S3-TPA04 5 1.00 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250107 S3-TPA05 2 0.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250108 S3-TPA05 5 2.00 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250109 S3-TPB63 2 0.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250110 S3-TPB64 5 1.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250111 S3-TPB65 6 1.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250112 S3-TPB70 3 0.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250312 S3-TPB06 2 0.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250313 S3-TPB06 5 1.00 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250314 S3-TPB12 5 0.60 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1042:1250315 S3-TPB14 5 0.70 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1250317 S3-TPB16 8 1.70 SOIL Chrysotile Chrysotile present as fibre bundles Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1250318 S3-TPB54 6 1.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1250319 S3-TPB60 3 0.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1250320 S3-TPB61 5 1.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1250321 S3-TPB62 5 1.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1250322 S3-TPB62 7 1.70 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1251103 S3-TPA26 5 0.70 SOIL NAD none D Wilkinson
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252170 S3-TPB03 2 0.70 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252171 S3-TPB04 10 2.50 SOIL Chrysotile Chrysotile present in loose fibrous A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252172 S3-TPB05 6 2.00 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252173 S3-TPB07 5 1.20 SOIL Chrysotile Chrysotile present in loose fibrous A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252174 S3-TPB08 1 0.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252175 S3-TPB09 1 0.20 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252176 S3-TPB10 5 1.00 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252177 S3-TPB10 8 2.00 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252178 S3-TPB26 2 0.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252179 S3-TPB35 2 0.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252180 S3-TPB37 2 0.50 SOIL Chrysotile Chrysotile present in loose fibrous A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252181 S3-TPB37 5 1.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252182 S3-TPB41 2 0.50 SOIL Chrysotile Chrysotile present in loose fibrous A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252183 S3-TPB46 3 0.40 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252184 S3-TPB47 5 1.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252185 S3-TPB48 2 0.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1252186 S3-TPB48 5 1.50 SOIL Chrysotile Chrysotile Present as small bundle A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253426 S3-TPA34 2 0.80 SOIL Chrysotile Amosite Chrysotile & Amosite present as fibre Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253427 S3-TPA36 2 0.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253429 S3-TPA39 2 0.30 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253430 S3-TPA39 5 0.80 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253431 S3-TPB38 6 1.50 SOIL Chrysotile Chrysotile present as fibre bundles Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253433 S3-TPB43 8 2.50 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253434 S3-TPB49 3 0.50 SOIL Chrysotile Amosite Chrysotile & Amosite present as Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253435 S3-TPB49 8 2.20 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253579 S3-TPB01 2 0.10 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253580 S3-TPB52 5 1.55 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253582 S3-TPB53 5 1.10 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1043:1253583 S3-TPB55 3 0.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253584 S3-TPB55 9 2.60 SOIL Chrysotile Chrysotile Present as small bundles A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253585 S3-TPB56 2 0.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253586 S3-TPB56 5 1.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253643 S3-TPA07 6 1.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253644 S3-TPB11 1 0.20 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253645 S3-TPB13 2 0.15 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253646 S3-TPB13 11 2.00 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253647 S3-TPB13 14 2.70 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253648 S3-TPB15 4 0.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253649 S3-TPB15 8 1.70 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253650 S3-TPB17 2 0.20 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253651 S3-TPB18 4 1.20 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253652 S3-TPB18 10 2.20 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253653 S3-TPB21 2 0.40 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253654 S3-TPB22 2 0.70 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253655 S3-TPB22 6 1.90 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253656 S3-TPB25 6 1.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253657 S3-TPB27 2 0.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253658 S3-TPB29 2 0.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253660 S3-TPB30 5 1.50 SOIL Chrysotile bundle of Chrysotile fibres Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253661 S3-TPB31 2 0.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253662 S3-TPB36 6 1.50 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1253747 S3-TPB42 8 2.50 SOIL NAD none A Christodoulou
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1254714 S3-TPB03 9 2.70 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1256611 S3-BHB01 7 3.80 SOIL NAD none Rebecca Burgess
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1259305 S3-BHA01 4 3.50 SOIL NAD none Steven Lambert
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1263036 S3-TPA33 3 0.70 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1263037 S3-TPB34 4 1.00 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1263038 S3-TPB38 4 1.00 SOIL NAD none Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1263039 S3-TPB49 4 1.00 SOIL Amosite Chrysotile Amosite & Chrysotile present as loose Jeff Cruddas
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266625 S3-TPA01 7 1.60 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266626 S3-TPA02 6 1.80 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266627 S3-TPA03 6 2.20 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266628 S3-TPA13 7 2.30 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266629 S3-TPA22 4 0.80 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266630 S3-TPA22 7 3.70 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266631 S3-TPA25 3 1.20 SOIL Amosite Amosite present in bundles Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266632 S3-TPA25 6 2.30 SOIL Amosite none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266633 S3-TPA31 6 1.00 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266634 S3-TPB16 9 2.00 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266635 S3-TPB38 7 2.00 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266636 S3-TPB40 6 2.00 SOIL Chrysotile Chrysotile present in bundles Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266637 S3-TPB55 4 1.00 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1044:1266638 S3-TPB55 10 2.60 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1045:1266639 S3-TPB68 4 1.00 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1045:1275450 S3-TPB03 8 2.70 SOIL NAD none Chris Samms
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1046: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1047: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1048: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1049: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1050: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1051: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1052: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1053: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1054: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1055: Sample Type SOIL SOIL SOIL SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1056: Sample Type SOIL
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244877 S3-TPA09 0.20 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244878 S3-TPA09 0.80 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244879 S3-TPA10 1.00 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244880 S3-TPA29 0.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244881 S3-TPA32 1.00 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244882 S3-TPB19 1.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244883 S3-TPB20 1.70 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244884 S3-TPB23 0.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244885 S3-TPB28 1.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244886 S3-TPA14 1.00 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244887 S3-TPA16 0.20 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244888 S3-TPA16 0.70 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244889 S3-TPA19 0.50 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244890 S3-TPA21 0.50 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244891 S3-TPA21 1.40 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244892 S3-TPB32 0.50 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244893 S3-TPA23 0.70 SOIL 10/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244894 S3-TPA24 0.30 SOIL 10/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244895 S3-TPA24 1.50 SOIL 10/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244896 S3-TPA27 0.50 SOIL 10/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244897 S3-TPA27 1.20 SOIL 10/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244898 S3-TPA30 1.00 SOIL 10/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1057:1244899 S3-TPA30 2.00 SOIL 10/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245437 S3-TPA33 0.50 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245438 S3-TPA35 0.40 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245439 S3-TPA38 0.50 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245440 S3-TPA40 0.40 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245441 S3-TPB24 0.50 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245442 S3-TPB24 2.50 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245443 S3-TPB24 3.30 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245444 S3-TPB33 1.50 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245445 S3-TPB34 1.50 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1245446 S3-TPB40 0.50 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248501 S3-TPA02 0.50 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248502 S3-TPA02 1.50 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248503 S3-TPA03 1.80 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248504 S3-TPA06 2.00 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248505 S3-TPA06 2.75 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248506 S3-TPA08 0.60 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248507 S3-TPA11 2.00 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248508 S3-TPA12 1.50 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248509 S3-TPA13 2.00 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1059:1248510 S3-TPA13 3.00 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1060:1248511 S3-TPB66 1.50 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1060:1248512 S3-TPB68 1.00 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248513 S3-TPB69 0.20 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248514 S3-TPB69 1.00 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248515 S3-TPB71 1.50 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248516 S3-TPB72 1.50 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248517 S3-TPB72 2.50 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248518 S3-TPB74 0.50 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248519 S3-TPB75 0.50 SOIL 20/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248684 S3-TPA25 1.00 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days), VOC (7
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248685 S3-TPA26 0.20 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248686 S3-TPA28 1.00 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248687 S3-TPA28 3.50 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248688 S3-TPA31 0.80 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248689 S3-TPA31 2.00 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248690 S3-TPA42 0.20 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248691 S3-TPB44 1.50 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248692 S3-TPB45 0.50 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248693 S3-TPB50 1.30 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248694 S3-TPB51 0.50 SOIL 18/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248695 S3-TPA15 1.00 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248696 S3-TPA17 0.60 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248697 S3-TPA18 1.00 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248698 S3-TPA18 1.55 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248699 S3-TPA20 1.00 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1061:1248700 S3-TPA22 0.60 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1062:1248701 S3-TPA22 1.80 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1062:1248702 S3-TPB57 1.50 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1248703 S3-TPB58 0.50 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1248704 S3-TPB59 2.30 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1248705 S3-TPB67 0.20 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1248706 S3-TPB67 2.80 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1248932 S3-TPA17 0.25 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250105 S3-TPA01 1.40 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250106 S3-TPA04 1.00 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250107 S3-TPA05 0.50 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250108 S3-TPA05 2.00 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250109 S3-TPB63 0.50 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250110 S3-TPB64 1.50 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250111 S3-TPB65 1.50 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250112 S3-TPB70 0.50 SOIL 24/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250113 S3-TPB71 0.50 SOIL 23/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250312 S3-TPB06 0.50 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250313 S3-TPB06 1.00 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250314 S3-TPB12 0.60 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250315 S3-TPB14 0.70 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250316 S3-TPB16 0.30 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250317 S3-TPB16 1.70 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250318 S3-TPB54 1.50 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250319 S3-TPB60 0.50 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250320 S3-TPB61 1.50 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1063:1250321 S3-TPB62 1.50 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1064:1250322 S3-TPB62 1.70 SOIL 25/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1064:1251103 S3-TPA26 0.70 SOIL 18/10/17 No containers logged pH + Conductivity (7 days) Cannot evaluate
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252170 S3-TPB03 0.70 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252171 S3-TPB04 2.50 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252172 S3-TPB05 2.00 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252173 S3-TPB07 1.20 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252174 S3-TPB08 0.50 SOIL 30/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252175 S3-TPB09 0.20 SOIL 30/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252176 S3-TPB10 1.00 SOIL 30/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252177 S3-TPB10 2.00 SOIL 30/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252178 S3-TPB26 0.50 SOIL 30/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252179 S3-TPB35 0.50 SOIL 30/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252180 S3-TPB37 0.50 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252181 S3-TPB37 1.50 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252182 S3-TPB41 0.50 SOIL 30/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252183 S3-TPB46 0.40 SOIL 30/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252184 S3-TPB47 1.50 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252185 S3-TPB48 0.50 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1252186 S3-TPB48 1.50 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1253426 S3-TPA34 0.80 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1253427 S3-TPA36 0.50 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1253428 S3-TPA37 0.70 SOIL 17/10/17 No containers logged Cannot evaluate
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1253429 S3-TPA39 0.30 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1253430 S3-TPA39 0.80 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1253431 S3-TPB38 1.50 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1065:1253433 S3-TPB43 2.50 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1066:1253434 S3-TPB49 0.50 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253435 S3-TPB49 2.20 SOIL 17/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253579 S3-TPB01 0.10 SOIL 26/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253580 S3-TPB52 1.55 SOIL 26/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days), VOC (7
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253581 S3-TPB53 0.50 SOIL 26/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253582 S3-TPB53 1.10 SOIL 26/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253583 S3-TPB55 0.50 SOIL 26/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253584 S3-TPB55 2.60 SOIL 26/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253585 S3-TPB56 0.50 SOIL 26/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253586 S3-TPB56 1.50 SOIL 26/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253643 S3-TPA07 1.50 SOIL 01/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253644 S3-TPB11 0.20 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253645 S3-TPB13 0.15 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253646 S3-TPB13 2.00 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253647 S3-TPB13 2.70 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253648 S3-TPB15 0.50 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253649 S3-TPB15 1.70 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253650 S3-TPB17 0.20 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253651 S3-TPB18 1.20 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253652 S3-TPB18 2.20 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253653 S3-TPB21 0.40 SOIL 01/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253654 S3-TPB22 0.70 SOIL 01/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253655 S3-TPB22 1.90 SOIL 01/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1067:1253656 S3-TPB25 1.50 SOIL 01/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1068:1253657 S3-TPB27 0.50 SOIL 01/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1068:1253658 S3-TPB29 0.50 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1253659 S3-TPB30 0.50 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1253660 S3-TPB30 1.50 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1253661 S3-TPB31 0.50 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1253662 S3-TPB36 1.50 SOIL 31/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1253747 S3-TPB42 2.50 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days), VOC (7
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1254713 S3-TPB05 0.20 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1254714 S3-TPB03 2.70 SOIL 27/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 pH + Conductivity (7 days), VOC (7
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1256611 S3-BHB01 3.80 SOIL 07/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1257800 S3-TPA35 0.60 SOIL 16/10/17 PG pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1257801 S3-TPB40 1.00 SOIL 16/10/17 PG pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1069:1259305 S3-BHA01 3.50 SOIL 10/11/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1070:1261633 S3-TPA14 0.50 SOIL 12/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261634 S3-TPA19 1.60 SOIL 12/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261635 S3-TPA21 0.70 SOIL 12/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261636 S3-TPA23 1.00 SOIL 10/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261637 S3-TPA24 1.70 SOIL 10/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261638 S3-TPA27 0.70 SOIL 10/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261639 S3-TPA30 1.20 SOIL 10/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261640 S3-TPA34 1.20 SOIL 17/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261641 S3-TPA36 0.60 SOIL 17/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261642 S3-TPA37 0.50 SOIL 17/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261643 S3-TPA39 0.90 SOIL 17/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261644 S3-TPA40 0.70 SOIL 16/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261645 S3-TPA41 0.50 SOIL 17/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261646 S3-TPB19 1.00 SOIL 13/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261647 S3-TPB20 2.00 SOIL 13/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261648 S3-TPB23 1.00 SOIL 13/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261649 S3-TPB24 2.00 SOIL 16/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1071:1261650 S3-TPB28 1.00 SOIL 13/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1261651 S3-TPB32 0.50 SOIL 12/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1261652 S3-TPB33 2.00 SOIL 16/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1261653 S3-TPB43 2.00 SOIL 17/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1263036 S3-TPA33 0.70 SOIL 16/10/17 PG
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1263037 S3-TPB34 1.00 SOIL 16/10/17 PG
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1263038 S3-TPB38 1.00 SOIL 17/10/17 PG
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1263039 S3-TPB49 1.00 SOIL 17/10/17 PG Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266625 S3-TPA01 1.60 SOIL 24/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266626 S3-TPA02 1.80 SOIL 23/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266627 S3-TPA03 2.20 SOIL 23/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266628 S3-TPA13 2.30 SOIL 20/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266629 S3-TPA22 0.80 SOIL 19/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266630 S3-TPA22 3.70 SOIL 19/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266631 S3-TPA25 1.20 SOIL 18/10/17 P(other) Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266632 S3-TPA25 2.30 SOIL 18/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266633 S3-TPA31 1.00 SOIL 18/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266634 S3-TPB16 2.00 SOIL 25/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266635 S3-TPB38 2.00 SOIL 17/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266636 S3-TPB40 2.00 SOIL 16/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266637 S3-TPB55 1.00 SOIL 26/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266638 S3-TPB55 2.60 SOIL 26/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1266639 S3-TPB68 1.00 SOIL 20/10/17 P(other)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1268009 S3-TPA01 2.70 SOIL 24/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1268010 S3-TPA04 0.70 SOIL 24/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1072:1268011 S3-TPA05 2.20 SOIL 24/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268012 S3-TPA11 2.30 SOIL 20/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268013 S3-TPA15 1.30 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268014 S3-TPA18 1.50 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268015 S3-TPA20 1.50 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268016 S3-TPA26 2.20 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268017 S3-TPA28 0.30 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268018 S3-TPA31 2.50 SOIL 19/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268019 S3-TPA42 1.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268020 S3-TPB01 1.80 SOIL 26/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268021 S3-TPB05 2.50 SOIL 27/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268022 S3-TPB07 1.50 SOIL 27/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268023 S3-TPB10 2.50 SOIL 30/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268024 S3-TPB13 0.70 SOIL 31/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268025 S3-TPB14 2.20 SOIL 25/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268026 S3-TPB15 2.00 SOIL 31/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268027 S3-TPB17 0.60 SOIL 31/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268028 S3-TPB18 0.50 SOIL 31/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268029 S3-TPB21 1.10 SOIL 01/11/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268030 S3-TPB29 1.00 SOIL 31/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268031 S3-TPB31 1.00 SOIL 31/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268032 S3-TPB35 1.00 SOIL 30/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1073:1268033 S3-TPP37 2.00 SOIL 27/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1074:1268034 S3-TPB42 2.00 SOIL 27/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268035 S3-TPB44 1.00 SOIL 18/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268036 S3-TPB45 1.00 SOIL 18/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268037 S3-TPB47 1.00 SOIL 27/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268038 S3-TPB48 2.00 SOIL 27/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268039 S3-TPB51 2.50 SOIL 18/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268040 S3-TPB52 2.00 SOIL 26/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268041 S3-TPB53 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268042 S3-TPB54 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268043 S3-TPB56 1.00 SOIL 26/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268044 S3-TPB57 2.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268045 S3-TPB57 2.40 SOIL 19/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268046 S3-TPB58 1.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268047 S3-TPB59 2.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268048 S3-TPB60 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268049 S3-TPB61 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268050 S3-TPB61 2.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268051 S3-TPB62 1.00 SOIL 25/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1075:1268052 S3-TPB64 2.00 SOIL 24/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1076:1268053 S3-TPB65 1.00 SOIL 24/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1268054 S3-TPB65 2.00 SOIL 24/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1268055 S3-TPB67 2.00 SOIL 19/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1268056 S3-TPB70 2.00 SOIL 24/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1268057 S3-TPB70 2.30 SOIL 24/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1268058 S3-TPB74 1.00 SOIL 20/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1268059 S3-TPB75 1.00 SOIL 20/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1268093 S3-TPA33 0.70 SOIL 16/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269238 S3-TPA01 3.70 SOIL 24/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269239 S3-TPA04 2.40 SOIL 24/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269240 S3-TPA06 0.70 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269241 S3-TPA07 1.70 SOIL 01/11/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269242 S3-TPA11 2.90 SOIL 20/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269243 S3-TPA12 1.70 SOIL 20/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269244 S3-TPA16 1.00 SOIL 12/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269245 S3-TPB01 2.60 SOIL 26/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269246 S3-TPB04 0.80 SOIL 27/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269247 S3-TPB06 0.70 SOIL 25/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269248 S3-TPB08 1.00 SOIL 30/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269249 S3-TPB14 0.80 SOIL 25/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269250 S3-TPB22 1.00 SOIL 01/11/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269251 S3-TPB25 1.00 SOIL 01/11/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269252 S3-TPB26 1.00 SOIL 30/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269253 S3-TPB26 1.70 SOIL 30/01/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269254 S3-TPB30 1.00 SOIL 31/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269255 S3-TPB36 2.00 SOIL 31/01/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269256 S3-TPB37 2.70 SOIL 27/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269257 S3-TPB41 1.00 SOIL 30/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269258 S3-TPB46 0.40 SOIL 30/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269259 S3-TPB50 1.00 SOIL 18/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269260 S3-TPB51 2.00 SOIL 18/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269261 S3-TPB52 1.00 SOIL 26/10/17 PT 500ml
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269262 S3-TPB66 1.00 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269263 S3-TPB69 1.00 SOIL 20/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269264 S3-TPB71 1.00 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1077:1269265 S3-TPB72 1.00 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1078:1269266 S3-TPB73 1.00 SOIL 23/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1078:1269267 S3-TPB74 1.50 SOIL 20/10/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1275450 S3-TPB03 2.70 SOIL 27/10/17 No containers logged Aliphatics/Aromatics (14 days), Cannot evaluate
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1276865 S3-BHA01 6.50 SOIL PT 500ml Sample date not supplied, Anions
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1276866 S3-BHB02 3.50 SOIL PT 500ml Sample date not supplied, Anions
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1276867 S3-BHB02 6.50 SOIL PT 500ml Sample date not supplied, Anions
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1276868 S3-BHB03 2.50 SOIL PT 500ml Sample date not supplied, Anions
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1276869 S3-BHB03 8.00 SOIL PT 500ml Sample date not supplied, Anions
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1276870 S3-BHB04 4.00 SOIL PT 500ml Sample date not supplied, Anions
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1276871 S3-BHB04 6.50 SOIL PT 500ml Sample date not supplied, Anions
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1276872 S3-TPB34 1.00 SOIL PT 500ml Sample date not supplied, Anions
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1079:1276873 S3-TPB38 1.00 SOIL PT 500ml Sample date not supplied, Anions
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1080:1278011 S3-TPA02 1.80 SOIL 23/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1080:1278012 S3-TPA11 1.20 SOIL 20/10/17 PT 500ml Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1080:1278013 S3-BHHB03 4.50 SOIL 10/11/17 PT 500ml pH + Conductivity (7 days)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1080:1281643 S3-TPA17 2.30 SOIL 19/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Organic Matter (Manual) (28 days),
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1080:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1080:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1084: ANC is a measure of the buffering capacity of soils and
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1084: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1085: BS1377:1990 – Soils for Civil
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1085: 1001 Preparation of potentially contaminated soils prior to
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1085: This method outlines the procedure used to describe soil
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1085:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1085:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1085: Content of Soil BS 1377:1990
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1085: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1086:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1086: soils and loose aggregates. HSE
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1086: Organic matter in soil is oxidised with potassium
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1086: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1087: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1087: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1087: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1087: The carbonate present in the soil reacts with a known
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1087: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1087: The chloride in the soil is dissolved in water and the
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1087:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1087: 2006 of Soil & Chloride MCERTS(Soils)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1087: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1088: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1088:DETSC pH Value of Soil
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1088: The electrical conductance of a soil suspension in water or
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1088: 2009 In some cases, the soil may need to be extracted with an WEF
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1088: Soil & Water
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1088: soil in saturated calcium sulphate.
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1088: Dried, ground soil is transferred to a dry, tared measuring
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1088: 2019 Soil Density contents are then weighed and the density of the soil
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1089: sulphide in soils and similar matrices
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1089: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1089: Soils: 10mg/kg
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1089: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1091: Formaldehyde in soil is extracted in water, with a water to
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1091: soil ratio of 10:1. The insoluble residue is removed by
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1091:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1091: Liquid samples and aqueous soil extracts are filtered
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1091:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1092: The sulphate and magnesium in the soil are extracted in an
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1092: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1092: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1092: Soil samples are treated with phosphoric acid to expel any
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1093: 2119 Ammonia in Soil MCERTS(Soils)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1093: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1093: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1093: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1093: Soil: 0.2mg/kg
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1093: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1094: Soils mg/kg:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1096: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1098: Metals in Soil by
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1098: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1098: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1098: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1099: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1100: Sulphur compounds in soil are extracted using aqua regia
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1100: 2320 Soil by ICP
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1100: The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1100: content of Soil by 0.01%
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1100: Sulphur compounds in soil are extracted using aqua regia
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1100:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1101: The mercury is extracted from soil in aqua regia with
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1101: Mercury in Soil
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1101: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1101: Soils are air-dried and crushed before being subjected to a
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1101:DETSC Extraction. Soil: 100µg/kg
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1101: Soils, waters and aqueous samples are tested on an as-
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1101:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1102: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1102: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1102: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1102: Matter in Soil The Determination of Material
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: Soils are extracted in dichloromethane (DCM) by
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: National Grid Property Holdings Soil:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: Section 3.12 Soil Analysis: Elemental Water:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: Waters and aqueous extracts of soils are extracted using
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: Soil mg/kg:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: are extracted from soil and water using n-Hexane. The
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: Soils and associated materials are extracted in
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: Soils are extracted into hexane: acetone by shaking. The
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1103: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1104: The PAHs in the soil sample are extracted into hexane:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1104: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1104: Soil:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1104: 10 mg/kg Soil:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1104: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1105:DETSC USEPA Method 8015B – Non- Soil:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1105: BTEX, MTBE and PRO in soils are determined via
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1105:DETSC PRO in Soils by MCERTS(Soils)
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1105: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1105: An as-received soil sample is extracted in Hexane:Acetone
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1105:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1107: The SVOCs in the soil sample are extracted into DCM:
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1107: Soils by GCMS the appropriate internal standard mass peak area.
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1108: 5008 Soil
R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1111: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2021-0432-FFM-0432.pdf:1:Strategy”. In these documents it states the surface water flows shall be conveyed from the soil
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0010 Lackenby Soil Treatment Hospital Existing Site Location Plan.PDF:1: SOIL TREATMENT HOSPITAL AREA
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0010 Lackenby Soil Treatment Hospital Existing Site Location Plan.PDF:1: SOIL TREATMENT HOSPITAL AREA
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0018 Lackenby Soil Treatment Hospital Area - Water Treatment Plant - Proposed Surface Water Discharge.pdf:1: 4. REFER TO APPLICATION “R/2021/0432/FFM” FOR SOIL
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0018 Lackenby Soil Treatment Hospital Area - Water Treatment Plant - Proposed Surface Water Discharge.pdf:1: ARRANGEMENTS AT SOIL TREATMENT HOSPITAL.
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0018 Lackenby Soil Treatment Hospital Area - Water Treatment Plant - Proposed Surface Water Discharge.pdf:1: SOIL TREATMENT PLANNING
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0018 Lackenby Soil Treatment Hospital Area - Water Treatment Plant - Proposed Surface Water Discharge.pdf:1: TANKERS ROUTE FROM THE SOIL
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0018 Lackenby Soil Treatment Hospital Area - Water Treatment Plant - Proposed Surface Water Discharge.pdf:1: SOIL TREATMENT AREA
R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf:1:DEVELOPMENT OF SOIL TREATMENT AREA COMPRISING OF HARD STANDING,
R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf:2:The soil treatment area is likely to require an environmental permit.
R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf:3:found at the site and in the soil brought onto site.
R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf:4:without coming into contact with either the contaminated land or soil to be processed.
R-2021-0432-FFM-Application Form - 24.05.21(1).pdf:2: Development of soil treatment area comprising of hardstanding, water treatment area and associated apparatus and structures.
R-2021-0432-FFM-5203829-HPV-DR-C-0702.PDF:1: NOTES FIRST ISSUE S0 SOIL TREATMENT
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:9:• Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:10: • Corus UK Ltd. – Soil and Groundwater Baseline Characterisation Study Teesside Works –
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:19: estimated to comprise >50% of the soil matrix.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:19: demolition materials, slag was not the dominant constituent although often still present within the soil
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:19: slag was not the dominant constituent although often still present within the soil matrix.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:be perched within the Made Ground above the more cohesive natural soils; inflow rates ranged between slow
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:28:the metals analysed were detected in the majority of the soil samples taken from the Made Ground. Statistical
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:29:Made Ground types. Soil samples were on average strongly alkaline with mean pH values of 11.2, 10.7, and
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:30:Concentrations of TPH were detected above the MDL in approximately two thirds of soil samples, the following
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:30: the sample, the results suggest a leaching potential for the soil impact.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:31:No elevated concentrations of VOC, SVOC, or PCBs were measured in any of the soil samples.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32:• Vapour inhalation pathways in relation to soil are potentially active, vapour inhalation pathways in relation
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32:• During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32: relation to soil would be considered active. Given the identified depth to groundwater, direct contact
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32:• Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:34: o Made Ground – 80kPa to 110kPa indicating high strength soils.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:34: o Glacial Till –116kP indicating a high strength soil.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:39:metals analysed were detected in the majority of the soil samples taken from the Made Ground. Statistical
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:40:Concentrations of TPH were detected above the MDL in the majority of soil samples, the following samples
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:40: potential for the soil impact.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:40: suggest a low leaching potential for the soil impact.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:40: leachate, the results suggest a low leaching potential for the soil impact.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:41: the results suggest a low leaching potential for the soil impact.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:41: measured above the MDL in the leachate, the results suggest a low leaching potential for the soil
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43:No elevated concentrations of VOC, SVOC, or PCBs were measured in any of the soil samples analysed.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43:the two visits. Concentrations of TPH in soil in the trial pit (S3-TPB53) where the monitoring well had been
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43:• Vapour inhalation pathways in relation to soil are potentially active, vapour inhalation pathways in relation
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43:• During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:44: relation to soil would be considered active. Given the identified depth to groundwater, direct contact
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:45: o Cohesive Made Ground - 33kPa and 101kPa indicating low to high strength soils.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:45: o Glacial Till – 43kPa to 111kPa indicating medium to high strength soils.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:45: o Glaciolacustrine Deposits – 35kPa to 95kPa indicating low to high strength soils (Note High
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:51:• Human health toxicological assessment of contaminants in soil Environment Agency Science
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:51:• Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline Values
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:51:• An ecological risk assessment framework for contaminants in soil. Environment Agency Science
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:62:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:63:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0012 Lackenby Soil Treatment Hospital Area - GA.PDF:1: PROPOSED SOIL TREATMENT 10.656 10.641 OUTFLOW RATE TO THE TREATMENT PLANT OF 5l/s. IF THIS
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0012 Lackenby Soil Treatment Hospital Area - GA.PDF:1: 9.857 SOIL TREATMENT HOSPITAL
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:7:Any soil mounds to the conveyor belts are to be levelled and the site left in a level condition with no trip hazards
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18:The surrounding soil within the site area will then be graded level using the excavator and bucket to remove any
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:3: 2.4 Elevated Contaminated Soil Concentrations ………………………………………………………………… 5
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:7: Soilmek 2021. Phase 1:Desk Study: Redcar Energy Centre – Redcar Holding Ltd. Ref: S210305, Final Dated September 2021
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:7: Soilmek 2022. Contamination Assessment Report: Redcar Energy Centre – Redcar Holding Ltd. Ref: S220335, Final Dated July 2022.
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:8:2.4 Elevated Contaminated Soil Concentrations
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:8:The laboratory testing undertaken generally identified low levels of contamination within Site soils, with six
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:10: • Made Ground soils characterised as heterogenous soils of variable contents of sand, gravel
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11:In the event that soil contamination exceeding the remedial criteria (See section 4.4) is identified during the
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:12: dispersal, run-off from rainfall and contamination of underlying clean soils is prevented. As a
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:13: • Plans detailing the destination of the excavated soil within the treatment stockpiles and plans
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:14: • Records of any soil / groundwater disposed of off-site, detailing waste transfer ticket number,
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:14: • Laboratory records demonstrating the soil quality of any residual materials;
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:14: • Waste disposal records (both soil and groundwater) including the provision of waste transfer
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:14: • Records of the removal and disposal of soils or free product e.g. waste transfer notes /
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:There is the potential for soil and groundwater contamination to be present on the Application Site
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:6:• the nature and extent of soil and groundwater contamination beneath the Application Site; and,
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:6:above, with geotechnical testing and soil permeability testing to facilitate foundation / pavement design and
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: potential for a wide range of contaminates to be present in soil and groundwater.
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: and ingestion could be active. In addition, there would be potential for the airborne migration of soil
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18:3.2.10 There is the potential for ground gas and volatile contaminants of concern in soil and/or
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: acids, alkalis, Airborne migration of soil or ✓ Off-site users
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: Soil
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:20: • Collection of soil and groundwater samples from beneath the site with chemical analysis of
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:20: • Assessment of ground conditions and generic quantitative risk assessment of soil and
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:51:Page Section Soil chemistry On site 0-50m 50-250m 250-500m 500-2000m
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:51:108 20.1 BGS Estimated Background Soil Chemistry 5 5 - - -
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:51:108 20.2 BGS Estimated Urban Soil Chemistry 0 0 - - -
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:51:109 20.3 BGS Measured Urban Soil Chemistry 0 0 - - -
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89: leaching soils and the absence of low permeability superficial deposits.
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89: leaching soils and/or the presence of superficial deposits characterised by a low permeability.
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:90: ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:121:physical geography and soil properties. It should be noted that the categories for the grading of agricultural
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:140:The potential hazard presented by soils that absorb water when wet (making them swell), and lose water as
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:140:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152: 20 Soil chemistry
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152:20.1 BGS Estimated Background Soil Chemistry
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152:collected at a sample density of approximately 1 per 2 km2. In areas where rural soil samples are not available,
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152:converted to soil-equivalent concentrations prior to the estimation.
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152:20.2 BGS Estimated Urban Soil Chemistry
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:153:20.3 BGS Measured Urban Soil Chemistry
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:3:across site with testing of 18 no. soil samples for a range of determinants, including metals, inorganic
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:3:development it is considered that the available ground investigation data adequately characterises the soil
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:3:• The investigation data indicates that there is a lack of a source of gross soil contamination.
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:16:• Collection of soil and groundwater samples for chemical analyses for contaminants of concern
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:16:• Assessment of ground conditions and generic quantitative risk assessment of soil and groundwater
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:17:• Collection and analysis of 18 no. soil samples from the Made Ground and tested for metals, inorganic
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:17:• Collection and analysis of soil samples from the Made Ground for Waste Acceptance Criteria (WAC)
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:17:11.1 Soil Contamination
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:17:Generally low levels of contamination have been identified within site soils, with only six exceedances of the
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:17:following risk ratings to the identified pollutant linkages between soil contamination and the following
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:17: encountered contamination. However, no chemical analyses of superficial soils or groundwater samples
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:17: contamination. However, no chemical analyses of superficial soils or groundwater samples was
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: design of foundations and to investigate the presence of soil and groundwater contamination
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: soils;
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: • a site investigation to confirm the presence/absence of soil and groundwater contamination
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: testing to confirm that contaminants in soil and groundwater and ground gas levels (as
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: of soils and groundwater which could indicate the presence of previously unknown
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: • a procedure to manage any previously unidentified contaminated soils or groundwater that
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: • imported soils, if required, for use would be subject to tetsing to ensure suitable for use for the
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:14:9.5.2 Soil and groundwater contamination associated with historical land uses would be identified
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:14: assessment would indicate whether shallow surface soils contain levels of contamination that may
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:14: pathway-receptor linkage would be limited to two pathways: airborne migration of soil/dust from
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.10 There is a potential for contaminants (if present) within shallow soils to mobilise into the underlying
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: construction of building foundations, etc. There is also the potential for contamination of soils and
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: preferential pathways for the vertical and lateral migration of contaminants within the shallow soils
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: including soil, groundwater and gas testing (as appropriate) to confirm that contaminants are at
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: any potential pathways, mitigating the risk of exposure to shallow soils and groundwater for future
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: degree airborne mobilisation of surface soil contaminants. On completion of the proposed
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: low permeability hardstanding which would prevent the mobilisation of any residual shallow soil
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: system (see Appendix 8,XX) there would be a reduction in the overall exposure of on-site soils to
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:17:9.5.38 If the site investigation identifies soil or groundwater contamination that represents a potential risk
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:18:9.6.9 The site’s Environmental Permit may include a requirement to routinely monitoring soil and
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:20:9.9.2 There is the potential that any soils or groundwater contamination present on the Application Site
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:20: It identified the potential for soil and groundwater contamination to be present on the Application
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:23:(Secondary Mobilisation of Soil/groundwater
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:24:Infrastructure materials from soil of ‘barrier pipe’, etc.
R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:6:6.13 Excavated soil should be searched as practicable for finds. Retention of finds will depend on their
R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:7: soil sampling is unlikely to be required. Soil samples will only be taken from deposits that can be
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:5: Soil Sampling ………………………………………………………………………………………………………… 18
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:5: Management of Contaminated Soils …………………………………………………………………………. 23
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:8: Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:12: often still present within the soil matrix.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13: Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13: originated from shallow soils across the site.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:15:Asbestos in Soils
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:15:(GAC) in soil, driven by direct contact exposure and dust inhalation. These will need to be considered
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:16:a nuisance including contaminated soil or plant material from any waste you transfer to spread into the
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:19:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:20: Soils that require off-site disposal/treatment (not treatable);
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:20: Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:21: completion of ongoing ground investigation, including NAPL containing soils.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:21: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:22: Treatment of soils impacted with NAPL in order to make them suitable for reuse.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:22: Segregation of soils with ACM for treatment and reuse.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:22: Remediation of soils impacted with contaminants above target levels through capping of
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24: Soil Sampling
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24:to representative sections, each section will be sub divided to 6 sub-sections, soils shall be collected
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Composite soil samples do not exceed the
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: within soils within the uppermost 0.1m of the following frequency
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Composite soil samples do not exceed the
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Ensure that soils remaining in-situ do not One sample per stratum or at 1.0m
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Composite soil samples do not exceed the
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: within soils within the uppermost 0.1m of the following frequency
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Ensure that soils remaining in-situ do not
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Composite soil samples do not exceed the
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: Soil samples collected at a frequency of
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:29: Composite soil samples collected at a
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:29: Management of Contaminated Soils
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:29:This should comprise placement of protective cover layers in areas, where contaminants in soils are
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:29: Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30: Soil Washing;
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:Where soils are visibly impacted with NAPL or onsite screening / testing indicates the presence of NAPL
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36: Field screening / onsite analysis of soil samples;
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36: On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36: Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:41: Soil Source
R-2022-0355-FFM-EA_R20220355FFM_OFFICIAL_150622.pdf:2:confirm). The construction activity will generate excess soils which are potentially
R-2022-0355-FFM-EA_R20220355FFM_OFFICIAL_150622.pdf:2:reuse excavated materials in accordance with the CL:AIRE reuse of soils
R-2022-0355-FFM-ARCHAEOLOGIST.pdf:8:7.7 Excavated soil should be searched as practicable for finds. Retention of finds will depend on their
R-2022-0355-FFM-ARCHAEOLOGIST.pdf:9: soil sampling is unlikely to be required. Soil samples will only be taken from deposits that can be
R-2022-0355-FFM-390614 - Erection of Industrial Facility. Land at South Bank, Off Tees Dock Road, South Bank - No Objection.pdf:3:Best and most versatile agricultural land and soils
R-2022-0355-FFM-390614 - Erection of Industrial Facility. Land at South Bank, Off Tees Dock Road, South Bank - No Objection.pdf:3:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2022-0355-FFM-390614 - Erection of Industrial Facility. Land at South Bank, Off Tees Dock Road, South Bank - No Objection.pdf:3:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2022-0355-FFM-390614 - Erection of Industrial Facility. Land at South Bank, Off Tees Dock Road, South Bank - No Objection.pdf:3:developer uses an appropriately experienced soil specialist to advise on, and supervise soil handling,
R-2022-0355-FFM-390614 - Erection of Industrial Facility. Land at South Bank, Off Tees Dock Road, South Bank - No Objection.pdf:3:including identifying when soils are dry enough to be handled and how to make the best use of soils on
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:1:end use. Soils containing trace levels of asbestos fibres were identified on the wider South Bank A landholding.
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:1:SBC_AUK_TP163 (1m below ground level (bgl)). Soils containing trace levels of asbestos fibres <0.001% were
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:1:SB_DQRA]. The DQRA concluded that the sources areas identified in soil and groundwater did not present a
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:9: Description 2 Soil samples, 1 Leachate sample.
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:22:1851445 SBA_AUK_TP102 7 2.30 SBA_AUK_TP102_SO_0230 SOIL NAD none Emma Stacey
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:22:1851446 SBA_AUK_TP103 1 0.20 SBA_AUK_TP103_SO_0020 SOIL NAD none Emma Stacey
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:23:1851445 SBA_AUK_TP102 2.30 SOIL 19/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:23:1851446 SBA_AUK_TP103 0.20 SOIL 19/05/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:23:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0846-FFM-Arcadis GI and Drainage.pdf:23:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:5: Soil Sampling ………………………………………………………………………………………………………… 14
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:5: Management of Contaminated Soils …………………………………………………………………………. 18
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:8: • Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:10: often still present within the soil matrix.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:10: • Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:10: originated from shallow soils across the site.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:11:Asbestos in Soils
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:11:Ground investigations have not identified asbestos in soils at the site, however asbestos containing
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:12:in excess of the Generic Assessment Criteria (GAC) in soil, driven by direct contact exposure and dust
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:13:a nuisance including contaminated soil or plant material from any waste you transfer to spread into the
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:15:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:16: • Soils that require off-site disposal/treatment (not treatable);
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:16: • Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:17: completion of ongoing ground investigation, including NAPL containing soils.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:17:• Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:18: • Treatment of soils impacted with NAPL (if present) in order to make them suitable for reuse.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:18: • Segregation of soils with ACM (if present) for treatment and reuse.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:18: • Remediation of soils impacted with contaminants above target levels through capping of
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:20: Soil Sampling
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:20:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: Composite soil samples do not exceed the
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: within soils within the uppermost 0.1m of the following frequency
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: Composite soil samples do not exceed the
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: Ensure that soils remaining in-situ do not • One sample per stratum or at 1.0m
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: Composite soil samples do not exceed the
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: within soils within the uppermost 0.1m of the following frequency
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: with NAPL Composite soil samples do not exceed the
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: Ensure that soils remaining in-situ do not Remediation Criteria. Samples collected at
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:24: Soil samples collected at a frequency of
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:24: Composite soil samples collected at a
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:24: Management of Contaminated Soils
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:24:This should comprise placement of protective cover layers in areas, where contaminants in soils are
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:25: • Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:25:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:25:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:25: • Soil Washing;
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:25:Where soils are visibly impacted with NAPL or onsite screening / testing indicates the presence of NAPL
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:26:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:26:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:26:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:31: • Field screening / onsite analysis of soil samples;
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:31: • On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:31: • Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2021-0846-FFM-Lighting Solutions.pdf:14: and vehicles and soil work,
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:STDC are submitting a planning application to import soils from the Sirius Minerals (Sirius) site at Wilton and
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:generate in the order of 800,000m of naturally occurring soil and rock material, which is suitable for use in
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6:The Environment Agency’s Flood Map for Planning indicates that all of the soil storage mounds are situated
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:7:classification. The proposed soil storage and subsequent remediation works are considered to be ‘less
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:11:STDC has identified six locations for temporary storage of imported soil material. There are three at
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:stored soils for land remediation and preparation for development is considered at a high level in Section 4.1.
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:22:be generated from set-up activities and placement of the soils.
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:22:treated and return to watercourse during the set-up, temporary storage and placement of the soils. This plan
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:22:The following will need to be adhered to during the set-up of the soils storage mounds:
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:23:During the placement and storage of the soils, sediment management will need to be provided. This is to be
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24:During storage of the soils, a maintenance plan will be required to ensure all those involved in the
R-2020-0730-CD-COMPLIANCE OFFICER REPORT.pdf:2:Summary Soil Samples - 30/11/2020
R-2020-0730-CD-COMPLIANCE OFFICER REPORT.pdf:2:sampling methodology, procedures put in place for sampling of soils, management of
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:75: Description 5 Soil samples, 7 Leachate samples.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688424 ATK_TP_001 3 0.60 ATK_TP_001_0060 SOIL Amosite Small bundles of Amosite present Jordan Eadington
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688425 ATK_TP_003 3 1.00 ATK_TP_003_0100 SOIL NAD none Jordan Eadington
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688426 ATK_TP_007 6 0.90 ATK_TP_007_0090 SOIL NAD none Jordan Eadington
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688427 ATK_TP_009 3 0.50 ATK_TP_009_0050 SOIL NAD none Jordan Eadington
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688428 ATK_TP_011 3 0.90 ATK_TP_011_0090 SOIL NAD none Jordan Eadington
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688424 ATK_TP_001 0.60 SOIL 19/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688425 ATK_TP_003 1.00 SOIL 18/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688426 ATK_TP_007 0.90 SOIL 16/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688427 ATK_TP_009 0.50 SOIL 17/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688428 ATK_TP_011 0.90 SOIL 17/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:94: ANC is a measure of the buffering capacity of soils and
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:94: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: BS1377:1990 – Soils for Civil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: 1001 Preparation of potentially contaminated soils prior to
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: This method outlines the procedure used to describe soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: Content of Soil BS 1377:1990
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:96:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:96: soils and loose aggregates. HSE
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:96: Organic matter in soil is oxidised with potassium
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:96: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: The carbonate present in the soil reacts with a known
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: The chloride in the soil is dissolved in water and the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: 2006 of Soil & Chloride MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98:DETSC pH Value of Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: The electrical conductance of a soil suspension in water or
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: 2009 In some cases, the soil may need to be extracted with an WEF
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: Soil & Water
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: soil in saturated calcium sulphate.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: Dried, ground soil is transferred to a dry, tared measuring
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: 2019 Soil Density contents are then weighed and the density of the soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:99: sulphide in soils and similar matrices
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:99: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:99: Soils: 10mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:99: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101: Formaldehyde in soil is extracted in water, with a water to
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101: soil ratio of 10:1. The insoluble residue is removed by
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101: Liquid samples and aqueous soil extracts are filtered
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:102: The sulphate and magnesium in the soil are extracted in an
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:102: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:102: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:102: Soil samples are treated with phosphoric acid to expel any
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: 2119 Ammonia in Soil MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: Soil: 0.2mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:104: Soils mg/kg:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:106: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:108: Metals in Soil by
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:108: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:108: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:108: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:109: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: Sulphur compounds in soil are extracted using aqua regia
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: 2320 Soil by ICP
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: content of Soil by 0.01%
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: Sulphur compounds in soil are extracted using aqua regia
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: The mercury is extracted from soil in aqua regia with
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: Mercury in Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: Soils are air-dried and crushed before being subjected to a
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111:DETSC Extraction. Soil: 100µg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: Soils, waters and aqueous samples are tested on an as-
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:112: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:112: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:112: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:112: Matter in Soil The Determination of Material
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soils are extracted in dichloromethane (DCM) by
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: National Grid Property Holdings Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Section 3.12 Soil Analysis: Elemental Water:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Waters and aqueous extracts of soils are extracted using
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soil mg/kg:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: are extracted from soil and water using n-Hexane. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soils and associated materials are extracted in
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soils are extracted into hexane: acetone by shaking. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: The PAHs in the soil sample are extracted into hexane:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: 10 mg/kg Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115:DETSC USEPA Method 8015B – Non- Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115: BTEX, MTBE and PRO in soils are determined via
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115:DETSC PRO in Soils by MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115: An as-received soil sample is extracted in Hexane:Acetone
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:117: The SVOCs in the soil sample are extracted into DCM:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:117: Soils by GCMS the appropriate internal standard mass peak area.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:118: 5008 Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:121: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:25: Description 120 Soil samples, 24 Leachate samples, 42 Water samples.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663605 PRAIRIE_AUK_TP132 4 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663606 PRAIRIE_AUK_TP131 5 1.80 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663734 PRAIRIE_AUK_TP101 5 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663735 PRAIRIE_AUK_TP101 9 2.20 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663736 PRAIRIE_AUK_TP104 5 1.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663737 PRAIRIE_AUK_TP105 11 2.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663978 PRAIRIE_AUK_BH104 1 5.50 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665133 PRAIRIE_AUK_TP172 3 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665134 PRAIRIE_AUK_TP175 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665135 PRAIRIE_AUK_TP175 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665136 PRAIRIE_AUK_TP178 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665137 PRAIRIE_AUK_BH106 1 5.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665138 PRAIRIE_AUK_TP107 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665139 PRAIRIE_AUK_TP107 11 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665140 PRAIRIE_AUK_TP108 5 1.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665141 PRAIRIE_AUK_TP108 8 2.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665142 PRAIRIE_AUK_TP113 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665286 PRAIRIE_AUK_BH103 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665288 PRAIRIE_AUK_TP115 6 1.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665290 PRAIRIE_AUK_TP122 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665291 PRAIRIE_AUK_TP123 3 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665292 PRAIRIE_AUK_TP185 5 4.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665293 PRAIRIE_AUK_TP186 3 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665295 PRAIRIE_AUK_TP188 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665450 PRAIRIE_AUK_TP121 4 1.50 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665451 PRAIRIE_AUK_TP138 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665452 PRAIRIE_AUK_TP149 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665453 PRAIRIE_AUK_TP168 1 0.05 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665454 PRAIRIE_AUK_TP173 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665455 PRAIRIE_AUK_SURFACE1 1 PRAIRIE_AUK_S SOIL NAD none D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665588 PRAIRIE_AUK_TP114 6 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665589 PRAIRIE_AUK_TP124 5 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665590 PRAIRIE_AUK_TP174 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665591 PRAIRIE_AUK_TP174 6 1.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665592 PRAIRIE_AUK_TP176 3 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665593 PRAIRIE_AUK_TP177 2 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665594 PRAIRIE_AUK_TP189 7 3.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665610 PRAIRIE_AUK_TP179 4 1.40 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665611 PRAIRIE_AUK_TP179 7 2.00 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665612 PRAIRIE_AUK_TP181 3 0.60 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665613 PRAIRIE_AUK_TP182 3 0.90 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665990 PRAIRIE_AUK_TP145 4 1.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665991 PRAIRIE_AUK_TP146C 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665992 PRAIRIE_AUK_TP156A 2 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665993 PRAIRIE_AUK_TP162 3A 1.70 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665994 PRAIRIE_AUK_TP180 3 0.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665995 PRAIRIE_AUK_TP163 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666343 PRAIRIE_AUK_TP135 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666344 PRAIRIE_AUK_TP136 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666345 PRAIRIE_AUK_TP136 10 2.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666346 PRAIRIE_AUK_TP165 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666347 PRAIRIE_AUK_TP167 6 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666348 PRAIRIE_AUK_TP169 3 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666610 PRAIRIE_AUK_BH108 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666611 PRAIRIE_AUK_TP139B 3 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666612 PRAIRIE_AUK_TP139B 6 3.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666613 PRAIRIE_AUK_TP148A 5 1.40 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666614 PRAIRIE_AUK_TP150 3 1.50 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666615 PRAIRIE_AUK_TP159 3 0.60 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666616 PRAIRIE_AUK_TP190A 3 1.10 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667231 PRAIRIE_AUK_BH105 1 3.00 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667232 PRAIRIE_AUK_TP126 5 2.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667233 PRAIRIE_AUK_TP128 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile small bundles of Chrysotile Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667234 PRAIRIE_AUK_TP129 4A 2.10 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667235 PRAIRIE_AUK_TP130 4A 1.00 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667236 PRAIRIE_AUK_TP147 4 1.50 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667237 PRAIRIE_AUK_TP158 3 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667238 PRAIRIE_AUK_TP157 2 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667501 PRAIRIE_AUK_TP120A 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile bundles present Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667502 PRAIRIE_AUK_TP134 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667503 PRAIRIE_AUK_TP134 6 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667504 PRAIRIE_AUK_TP161 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667505 PRAIRIE_AUK_TP166 3 0.45 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667506 PRAIRIE_AUK_TP166 8 1.20 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667507 PRAIRIE_AUK_TP171 3 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667508 PRAIRIE_AUK_TP187 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1668118 PRAIRIE_AUK_BH110 1 3.00 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1668119 PRAIRIE_AUK_TP102 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1668120 PRAIRIE_AUK_TP102 11 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1668121 PRAIRIE_AUK_TP103 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668122 PRAIRIE_AUK_TP109 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668123 PRAIRIE_AUK_TP110 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668124 PRAIRIE_AUK_TP110 7 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668125 PRAIRIE_AUK_TP111 4 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668126 PRAIRIE_AUK_TP112 4 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668127 PRAIRIE_AUK_TP119 3 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668128 PRAIRIE_AUK_TP119 7 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668129 PRAIRIE_AUK_TP133 2 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668130 PRAIRIE_AUK_TP152 6 2.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668131 PRAIRIE_AUK_TP153 4 1.10 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668132 PRAIRIE_AUK_TP154 3 0.85 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668133 PRAIRIE_AUK_TP155 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668134 PRAIRIE_AUK_TP160 4 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668135 PRAIRIE_AUK_TP170 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668557 PRAIRIE_AUK_TP164 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668558 PRAIRIE_AUK_TP164 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668559 PRAIRIE_AUK_TP184 2 0.30 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668560 PRAIRIE_AUK_TP106 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668561 PRAIRIE_AUK_TP116 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668562 PRAIRIE_AUK_TP117 8 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668563 PRAIRIE_AUK_TP118 3 1.20 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668564 PRAIRIE_AUK_TP127 3 0.30 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668565 PRAIRIE_AUK_TP127A 3 2.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668566 PRAIRIE_AUK_TP140 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668567 PRAIRIE_AUK_TP141 4 2.00 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668568 PRAIRIE_AUK_TP142 3 0.90 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668569 PRAIRIE_AUK_TP142 4 1.50 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668570 PRAIRIE_AUK_TP143 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668571 PRAIRIE_AUK_TP143 6 1.60 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668572 PRAIRIE_AUK_TP151 5 1.20 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668657 PRAIRIE_AUK_TP139 4 1.10 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668869 PRAIRIE_AUK_TP144 3 0.80 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1669251 PRAIRIE_AUK_TP112 7 2.10 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1670142 PRAIRIE_AUK_TP194A 1 1.40 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1670143 PRAIRIE_AUK_TP196A 1 1.40 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1670144 PRAIRIE_AUK_TP201 1 3.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1670502 PRAIRIE_AUK_TP193 1 0.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1675450 PRAIRIE_AUK_BH101 1 3.00 PRAIRIE_AUK_B SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1675451 PRAIRIE_AUK_BH107 1 3.00 PRAIRIE_AUK_B SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1700277 PRAIRIE_AUK_SW4 1 0.00 PRAIRIE_AUK_S SOIL NAD none D Wilkinson
R-2020-0730-CD-Memo Prairies Conditions.PDF:1:samples of soil, water and ground gas. The risk assessment and remedial strategy identified localised
R-2020-0730-CD-Memo Prairies Conditions.PDF:1:areas of soil requiring remediation based on the presence of non aqueous phase liquids, particularly
R-2020-0730-CD-Memo Prairies Conditions.PDF:1:These soils will be segregated and treated to make them suitable for reuse or disposed of off site.
R-2020-0730-CD-Memo Prairies Conditions.PDF:2:allow inspection of soils for other areas of NAPL impact., or other unexpected contaminants. The
R-2020-0730-CD-Memo Prairies Conditions.PDF:2:direct contact with soil, or generation of dust. The contractor is preparing a CEMP which will detail how
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:1: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:2: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:3: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:4: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:5: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:6: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:7: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:8: Sample Type SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
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R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:17:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:17:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:23: ANC is a measure of the buffering capacity of soils and
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:23: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: BS1377:1990 – Soils for Civil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: 1001 Preparation of potentially contaminated soils prior to
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: This method outlines the procedure used to describe soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: Content of Soil BS 1377:1990
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:25:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:25: soils and loose aggregates. HSE
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:25: Organic matter in soil is oxidised with potassium
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:25: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: The carbonate present in the soil reacts with a known
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: The chloride in the soil is dissolved in water and the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: 2006 of Soil & Chloride MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27:DETSC pH Value of Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: The electrical conductance of a soil suspension in water or
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: 2009 In some cases, the soil may need to be extracted with an WEF
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: Soil & Water
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: soil in saturated calcium sulphate.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: Dried, ground soil is transferred to a dry, tared measuring
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: 2019 Soil Density contents are then weighed and the density of the soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:28: sulphide in soils and similar matrices
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:28: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:28: Soils: 10mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:28: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30: Formaldehyde in soil is extracted in water, with a water to
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30: soil ratio of 10:1. The insoluble residue is removed by
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30: Liquid samples and aqueous soil extracts are filtered
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:31: The sulphate and magnesium in the soil are extracted in an
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:31: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:31: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:31: Soil samples are treated with phosphoric acid to expel any
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: 2119 Ammonia in Soil MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: Soil: 0.2mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:33: Soils mg/kg:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:35: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:37: Metals in Soil by
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:37: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:37: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:37: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:38: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: Sulphur compounds in soil are extracted using aqua regia
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: 2320 Soil by ICP
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: content of Soil by 0.01%
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: Sulphur compounds in soil are extracted using aqua regia
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: The mercury is extracted from soil in aqua regia with
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: Mercury in Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: Soils are air-dried and crushed before being subjected to a
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40:DETSC Extraction. Soil: 100µg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: Soils, waters and aqueous samples are tested on an as-
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:41: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:41: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:41: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:41: Matter in Soil The Determination of Material
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soils are extracted in dichloromethane (DCM) by
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: National Grid Property Holdings Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Section 3.12 Soil Analysis: Elemental Water:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Waters and aqueous extracts of soils are extracted using
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soil mg/kg:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: are extracted from soil and water using n-Hexane. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soils and associated materials are extracted in
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soils are extracted into hexane: acetone by shaking. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: The PAHs in the soil sample are extracted into hexane:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: 10 mg/kg Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44:DETSC USEPA Method 8015B – Non- Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44: BTEX, MTBE and PRO in soils are determined via
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44:DETSC PRO in Soils by MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44: An as-received soil sample is extracted in Hexane:Acetone
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:46: The SVOCs in the soil sample are extracted into DCM:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:46: Soils by GCMS the appropriate internal standard mass peak area.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:47: 5008 Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:50: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:59:GQRA – Summary of Soil Screen
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:60:Table E1: Soil GAC Protective of Human Health
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:60: Elements present naturally in soil with typically low toxicity
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:62:Table E2: Soil GAC Protective of Human Health
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:62: Elements present naturally in soil with typically low toxicity
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:63:Table F3: Soil GAC Protective of Human Health
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:63: Elements present naturally in soil with typically low toxicity
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:64:GQRA – Summary of Soil Leachate Screen
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663605 PRAIRIE_AUK_TP132 4 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663606 PRAIRIE_AUK_TP131 5 1.80 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663734 PRAIRIE_AUK_TP101 5 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663735 PRAIRIE_AUK_TP101 9 2.20 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663736 PRAIRIE_AUK_TP104 5 1.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663737 PRAIRIE_AUK_TP105 11 2.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663978 PRAIRIE_AUK_BH104 1 5.50 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665133 PRAIRIE_AUK_TP172 3 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665134 PRAIRIE_AUK_TP175 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665135 PRAIRIE_AUK_TP175 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665136 PRAIRIE_AUK_TP178 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665137 PRAIRIE_AUK_BH106 1 5.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665138 PRAIRIE_AUK_TP107 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665139 PRAIRIE_AUK_TP107 11 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665140 PRAIRIE_AUK_TP108 5 1.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665141 PRAIRIE_AUK_TP108 8 2.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665142 PRAIRIE_AUK_TP113 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665286 PRAIRIE_AUK_BH103 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665288 PRAIRIE_AUK_TP115 6 1.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665290 PRAIRIE_AUK_TP122 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665291 PRAIRIE_AUK_TP123 3 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665292 PRAIRIE_AUK_TP185 5 4.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665293 PRAIRIE_AUK_TP186 3 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665295 PRAIRIE_AUK_TP188 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665450 PRAIRIE_AUK_TP121 4 1.50 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665451 PRAIRIE_AUK_TP138 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665452 PRAIRIE_AUK_TP149 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665453 PRAIRIE_AUK_TP168 1 0.05 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665454 PRAIRIE_AUK_TP173 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665455 PRAIRIE_AUK_SURFACE1 1 PRAIRIE_AUK_S SOIL NAD none D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665588 PRAIRIE_AUK_TP114 6 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665589 PRAIRIE_AUK_TP124 5 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665590 PRAIRIE_AUK_TP174 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665591 PRAIRIE_AUK_TP174 6 1.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665592 PRAIRIE_AUK_TP176 3 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665593 PRAIRIE_AUK_TP177 2 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665594 PRAIRIE_AUK_TP189 7 3.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665610 PRAIRIE_AUK_TP179 4 1.40 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665611 PRAIRIE_AUK_TP179 7 2.00 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665612 PRAIRIE_AUK_TP181 3 0.60 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665613 PRAIRIE_AUK_TP182 3 0.90 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665990 PRAIRIE_AUK_TP145 4 1.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665991 PRAIRIE_AUK_TP146C 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665992 PRAIRIE_AUK_TP156A 2 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665993 PRAIRIE_AUK_TP162 3A 1.70 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665994 PRAIRIE_AUK_TP180 3 0.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665995 PRAIRIE_AUK_TP163 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666343 PRAIRIE_AUK_TP135 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666344 PRAIRIE_AUK_TP136 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666345 PRAIRIE_AUK_TP136 10 2.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666346 PRAIRIE_AUK_TP165 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666347 PRAIRIE_AUK_TP167 6 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666348 PRAIRIE_AUK_TP169 3 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666610 PRAIRIE_AUK_BH108 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666611 PRAIRIE_AUK_TP139B 3 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666612 PRAIRIE_AUK_TP139B 6 3.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666613 PRAIRIE_AUK_TP148A 5 1.40 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666614 PRAIRIE_AUK_TP150 3 1.50 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666615 PRAIRIE_AUK_TP159 3 0.60 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666616 PRAIRIE_AUK_TP190A 3 1.10 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667231 PRAIRIE_AUK_BH105 1 3.00 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667232 PRAIRIE_AUK_TP126 5 2.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667233 PRAIRIE_AUK_TP128 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile small bundles of Chrysotile Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667234 PRAIRIE_AUK_TP129 4A 2.10 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667235 PRAIRIE_AUK_TP130 4A 1.00 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667236 PRAIRIE_AUK_TP147 4 1.50 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667237 PRAIRIE_AUK_TP158 3 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667238 PRAIRIE_AUK_TP157 2 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667501 PRAIRIE_AUK_TP120A 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile bundles present Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667502 PRAIRIE_AUK_TP134 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667503 PRAIRIE_AUK_TP134 6 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667504 PRAIRIE_AUK_TP161 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667505 PRAIRIE_AUK_TP166 3 0.45 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667506 PRAIRIE_AUK_TP166 8 1.20 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667507 PRAIRIE_AUK_TP171 3 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667508 PRAIRIE_AUK_TP187 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1668118 PRAIRIE_AUK_BH110 1 3.00 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1668119 PRAIRIE_AUK_TP102 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1668120 PRAIRIE_AUK_TP102 11 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1668121 PRAIRIE_AUK_TP103 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668122 PRAIRIE_AUK_TP109 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668123 PRAIRIE_AUK_TP110 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668124 PRAIRIE_AUK_TP110 7 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668125 PRAIRIE_AUK_TP111 4 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668126 PRAIRIE_AUK_TP112 4 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668127 PRAIRIE_AUK_TP119 3 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668128 PRAIRIE_AUK_TP119 7 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668129 PRAIRIE_AUK_TP133 2 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668130 PRAIRIE_AUK_TP152 6 2.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668131 PRAIRIE_AUK_TP153 4 1.10 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668132 PRAIRIE_AUK_TP154 3 0.85 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668133 PRAIRIE_AUK_TP155 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668134 PRAIRIE_AUK_TP160 4 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668135 PRAIRIE_AUK_TP170 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668557 PRAIRIE_AUK_TP164 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668558 PRAIRIE_AUK_TP164 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668559 PRAIRIE_AUK_TP184 2 0.30 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668560 PRAIRIE_AUK_TP106 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668561 PRAIRIE_AUK_TP116 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668562 PRAIRIE_AUK_TP117 8 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668563 PRAIRIE_AUK_TP118 3 1.20 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668564 PRAIRIE_AUK_TP127 3 0.30 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668565 PRAIRIE_AUK_TP127A 3 2.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668566 PRAIRIE_AUK_TP140 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668567 PRAIRIE_AUK_TP141 4 2.00 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668568 PRAIRIE_AUK_TP142 3 0.90 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668569 PRAIRIE_AUK_TP142 4 1.50 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1668570 PRAIRIE_AUK_TP143 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1668571 PRAIRIE_AUK_TP143 6 1.60 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1668572 PRAIRIE_AUK_TP151 5 1.20 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1668657 PRAIRIE_AUK_TP139 4 1.10 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1668869 PRAIRIE_AUK_TP144 3 0.80 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1669251 PRAIRIE_AUK_TP112 7 2.10 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1670142 PRAIRIE_AUK_TP194A 1 1.40 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1670143 PRAIRIE_AUK_TP196A 1 1.40 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1670144 PRAIRIE_AUK_TP201 1 3.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1670502 PRAIRIE_AUK_TP193 1 0.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1675450 PRAIRIE_AUK_BH101 1 3.00 PRAIRIE_AUK_B SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1675451 PRAIRIE_AUK_BH107 1 3.00 PRAIRIE_AUK_B SOIL NAD none Keith Wilson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:88:1700277 PRAIRIE_AUK_SW4 1 0.00 PRAIRIE_AUK_S SOIL NAD none D Wilkinson
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:89: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:90: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:91: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:92: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:93: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:94: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:95: Sample Type SOIL SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:96: Sample Type SOIL SOIL SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:97: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: 0.00 SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:98: SOIL
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R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:105: SOIL
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:105:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:105:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:111: ANC is a measure of the buffering capacity of soils and
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:111: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: BS1377:1990 – Soils for Civil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: 1001 Preparation of potentially contaminated soils prior to
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: This method outlines the procedure used to describe soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: Content of Soil BS 1377:1990
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:113:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:113: soils and loose aggregates. HSE
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:113: Organic matter in soil is oxidised with potassium
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:113: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: The carbonate present in the soil reacts with a known
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: The chloride in the soil is dissolved in water and the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: 2006 of Soil & Chloride MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115:DETSC pH Value of Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: The electrical conductance of a soil suspension in water or
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: 2009 In some cases, the soil may need to be extracted with an WEF
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: Soil & Water
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: soil in saturated calcium sulphate.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: Dried, ground soil is transferred to a dry, tared measuring
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: 2019 Soil Density contents are then weighed and the density of the soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:116: sulphide in soils and similar matrices
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:116: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:116: Soils: 10mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:116: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118: Formaldehyde in soil is extracted in water, with a water to
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118: soil ratio of 10:1. The insoluble residue is removed by
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118: Liquid samples and aqueous soil extracts are filtered
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:119: The sulphate and magnesium in the soil are extracted in an
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:119: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:119: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:119: Soil samples are treated with phosphoric acid to expel any
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: 2119 Ammonia in Soil MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: Soil: 0.2mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:121: Soils mg/kg:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:123: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:125: Metals in Soil by
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:125: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:125: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:125: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:126: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: Sulphur compounds in soil are extracted using aqua regia
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: 2320 Soil by ICP
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: content of Soil by 0.01%
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: Sulphur compounds in soil are extracted using aqua regia
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: The mercury is extracted from soil in aqua regia with
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: Mercury in Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: Soils are air-dried and crushed before being subjected to a
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128:DETSC Extraction. Soil: 100µg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: Soils, waters and aqueous samples are tested on an as-
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:129: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:129: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:129: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:129: Matter in Soil The Determination of Material
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soils are extracted in dichloromethane (DCM) by
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: National Grid Property Holdings Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Section 3.12 Soil Analysis: Elemental Water:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Waters and aqueous extracts of soils are extracted using
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soil mg/kg:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: are extracted from soil and water using n-Hexane. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soils and associated materials are extracted in
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soils are extracted into hexane: acetone by shaking. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: The PAHs in the soil sample are extracted into hexane:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: 10 mg/kg Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132:DETSC USEPA Method 8015B – Non- Soil:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132: BTEX, MTBE and PRO in soils are determined via
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132:DETSC PRO in Soils by MCERTS(Soils)
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132: An as-received soil sample is extracted in Hexane:Acetone
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:134: The SVOCs in the soil sample are extracted into DCM:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:134: Soils by GCMS the appropriate internal standard mass peak area.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:135: 5008 Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:138: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148: Methods of Test for Soils for Civil Engineering Purposes
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148: BS EN ISO 14688-1:2018 & 14688-2:2018 Identification and Classification of Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:Representative samples of soil and road core were obtained from the exploratory holes and were taken to the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:155:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Legend A graphical representation of the materials encountered using BS 5930:2015 recommended symbols for soil and rock.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:2015
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:159:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS5930:2015.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:160:ES Environmental soil sample.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:160:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:162: Soils
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:162:Note: Composite soil types will be
R-2020-0730-CD-CON LAND 730.pdf:1:sampling methodology, procedures put in place for sampling of soils, management of
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Soil ……………………………………………………………………………………………………………………………………… 7
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Human Health Soil Risk Assessment ………………………………………………………………………………….. 11
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Asbestos in Soil ………………………………………………………………………………………………………………..11
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:7: • Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:Additional soil sampling has been undertaken by AEG on behalf of Atkins in the western area of the site. The
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:results of the soil sampling in full are presented in AEG 2020 and briefly discussed in Section 3.1.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12: Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:No non-aqueous phase liquid (NAPL) was identified on soil in the twelve additional trial pits progressed.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:Asbestos was identified in one soil sample (ATK_TP_001_0060) of the 12No. additional samples analysed
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:measured in 3 of the 5 soil samples and analysed. The measured concentrations were in line with Arcadis
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16: Human Health Soil Risk Assessment
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:Contaminant concentrations in the additional soil samples have been compared with the soil assessment
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:Of the additional soil samples collected concentrations of arsenic were identified above the applicable GAC.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:below the method detection limit (MDL) in all additional soil samples.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:sulphate and sulphur can be present naturally in soil. Their typically low toxicity is likely to mean these
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:for free cyanide for a conservative estimate of risk. Total cyanide measured in soil sampled from
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:consideration. Free cyanide has been identified above the MDL in two of the additional soil samples collected
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16: Asbestos in Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:A total of 5No. additional soils samples were screened by polarised light microscopy in accordance with
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:2020a. Asbestos in shallow soils in areas without buildings or hardstanding has the potential to become
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:Comparison of concentrations of CoC measured in the additional soil samples collected as part of the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:press, will further assess the risk to human health from concentrations of free cyanide measured in soil from
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37: Methods of Test for Soils for Civil Engineering Purposes
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:Representative samples of soil, water and rock were obtained from the exploratory holes and were taken to
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:one soil sample was taken from locations across the site. These are shown on the Exploratory Hole Location
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:44:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45: symbols for soil and rock.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:48:Main Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:49:ES Environmental soil sample.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:49:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:51: Soils
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:51:Note: Composite soil types will be
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF:233: Description 120 Soil samples, 24 Leachate samples, 42 Water samples.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Selection of Soil GAC ………………………………………………………………………………………………………..31
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Soil Risk Assessment ……………………………………………………………………………………………………….. 32
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Asbestos in Soil ……………………………………………………………………………………………………………….. 34
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….34
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Soil Leachate …………………………………………………………………………………………………………………… 38
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:6:GQRA – Summary of Soil Screen
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:6:GQRA – Summary of Soil Leachate Screen
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:18: constituent although often still present within the soil matrix.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:29:With the exception of hexavalent chromium, the metals analysed were detected in the majority of the soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:29:higher in slag dominant made ground. Soil samples ranged from alkaline 9.7 (slag dominant Made Ground) to
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:29:and lower than the corresponding soil samples.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:30:Concentrations of TPH were detected above the MDL in approximately half of soil samples. The following
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:32:Low levels of VOC, SVOC, and PCBs were measured infrequently in soil samples.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33: relation to soil would be considered active. Given the likely depth to groundwater (approximately 2 to 3m
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Direct contact pathways with soils could be active throughout a potential redevelopment; typical mitigation
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37: Selection of Soil GAC
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37: A. Vapour inhalation of indoor and outdoor air from volatile contamination in soils, (potential CoC
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38:Soil organic matter recorded in 117No. soil samples obtained from the site ranged from 0.4 to 14%. The organic
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38:end use assuming a soil organic matter (SOM) content of 1% (suitably conservative).
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38:The selected human health GAC for soil are presented in Appendix E:
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38: Soil Risk Assessment
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38:Contaminant concentrations in soil samples have been compared with the soil GAC in Appendix E.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:recorded below the method detection limit (MDL) in all soil samples.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:recorded concentrations in soil for all contaminants are listed in Appendix E.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:Contaminant concentrations in soil samples collected as part of historical site investigations have been
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:compared with the soil GAC in Appendix E. Contaminants which were measured in excess of the GAC are
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40: Asbestos in Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:A total of 117No. soils samples were screened by polarised light microscopy in accordance with HSG248 for
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:The presence of quantifiable levels of asbestos in soil warrants further consideration. Asbestos in shallow soils
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40: Qualitative Risk Assessment for Substances in Soil without GACs
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:do not have a GAC available, the majority were recorded at less than the MDL in all soil samples. Based on a
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:sulphur are present naturally in soil and some are biologically required nutrients. They may be elevated above
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:natural levels where slag and other steelmaking wastes are incorporated into soil due to the site’s former use,
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:Carbazole was detected above MDL in 12 of 23 soil samples analysed. It is indicative of incomplete combustion
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:contaminant in the soil samples and that the maximum concentration measured in several orders of magnitude
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:growing medium and some form of capping with “clean” soil is likely to be incorporated into the development.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:42:Concentrations of arsenic were measured in one soil sample above the GAC protective of human health via
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:42:concentrations measured in excess of the GAC for human health were in soil sampled from Granular Made
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:42:of PCBs, PAHs and carbazole in soil via the vapour inhalation pathway – driven by vapour intrusion (pollutant
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:concentration of naphthalene was identified in soil associated with a pipe containing tar. Material of this nature
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:VOC have been measured above MDL in soil and compared to USEPA GAC, this does not assess the risk via
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:Asbestos fibres were identified in 31 No. soil samples. Asbestos is potentially hazardous when inhaled and
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:therefore pollutant linkage D (inhalation of dust) is considered potentially active as surface soils may become
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:44: Soil Leachate
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:44:The results of 24No. soil leachate tests were compared to the WQS as shown in Appendix F. Contaminant
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:48:the customer’s tap for DWS), direct comparison with soil leachate results is a conservative assessment as it
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:Concentrations of petroleum hydrocarbons, phenol, VOC or SVOC measured in soil samples are above the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:criteria for unprotected PE water pipes with between 8% (phenol) and 47.6% (SVOCs) of soil samples in
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:Potential risks to human health from a range of contaminants measured in shallow soils (Made Ground
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:were measured in excess of the GAC in soil and the risk to human health from concentrations of total cyanide
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:½ were quantified at <0.001% but the remainder were quantified to 0.02 % by mass. Asbestos in shallow soils
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:Exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples and groundwater
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:are generally consistent with soil and soil leachate analysis results indicating that some leaching is occurring
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56: asbestos fibres identified in the Made Ground and for soils containing CoC in excess of screening
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:57: monitoring of shallow soils should carried out prior to redevelopment to quantify the ground gas risk
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:2: Soil Source
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:3:Title: Prairie - Exceedences of Soil Screening
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:4: Soil Source
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14: Methods of Test for Soils for Civil Engineering Purposes
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:Representative samples of soil, water and rock were obtained from the exploratory holes and were taken to
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:one soil sample was taken from locations across the site. These are shown on the Exploratory Hole Location
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:21:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22: symbols for soil and rock.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:25:Main Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:26:ES Environmental soil sample.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:26:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:28: Soils
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:28:Note: Composite soil types will be
R-2021-0439-CD-officer report.pdf:2:Soils containing free phase NAPL or soils exceeding the hydrocarbon reuse criteria
R-2021-0439-CD-officer report.pdf:2:concentrations are below the reuse criteria; these soils will be reused as fill.
R-2021-0439-CD-0439 Contam .pdf:2:Soils containing free phase NAPL or soils exceeding the hydrocarbon reuse criteria
R-2021-0439-CD-0439 Contam .pdf:2:concentrations are below the reuse criteria; these soils will be reused as fill.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:5: Soil Sampling ………………………………………………………………………………………………………… 18
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:5: Management of Contaminated Soils …………………………………………………………………………. 24
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:8: Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:10: often still present within the soil matrix.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:12: Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:12: arsenic and Polycyclic Aromatic Hydrocarbons (PAHs), originating from shallow soils across
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:13:Asbestos in Soils
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:13:PAHs in excess of the Generic Assessment Criteria (GAC) in soil, driven by direct contact exposure
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:14:a nuisance including contaminated soil or plant material from any waste you transfer to spread into the
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:17:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:17: Soils that require off-site disposal/treatment (not treatable);
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:17: Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:19: completion of ongoing ground investigation, including NAPL containing soils.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:19: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:20: Treatment of soils impacted with NAPL in order to make them suitable for reuse.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:20: Segregation of soils with ACM for treatment and reuse.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:20: Remediation of soils impacted with contaminants above target levels through capping of
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:24: Soil Sampling
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:24:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:24:into representative sections, each section will be sub divided to 6 sub-sections, soils shall be collected
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: Composite soil samples do not exceed the
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: within soils within the uppermost 0.1m of the following frequency
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: Composite soil samples do not exceed the
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: Ensure that soils remaining in-situ do not One sample per stratum or at 1.0m
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: Ensure that concentrations of asbestos Composite soil samples do not exceed the
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: within soils within the uppermost 0.1m of Remediation Criteria. Samples collected at
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: Ensure that soils remaining in-situ do not
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: Composite soil samples do not exceed the
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:29: Soil samples collected at a frequency of
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:30: Composite soil samples collected at a
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:30: Management of Contaminated Soils
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:30:This should comprise placement of protective cover layers in areas where contaminants in soils are
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:30: Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31: Soil Washing;
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:Where soils are visibly impacted with NAPL or onsite screening / testing indicates the presence of NAPL
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:36: Field screening / onsite analysis of soil samples;
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:36: On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:36: Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:3:layout of the planting area and local soil and weather conditions. Where appropriate, we can test our anchors on site,
R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:6:kits for particular applications and soil conditions.
R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:7:rootball with the soil compacted above the cells to 60%, right up to the nursery line.
R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:7: provides options to influence the architecture of the soil.
R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:10:providing that the soil placed on top of the kerbstones or sleepers has
R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:14: 1 Tree Sizes 5 Soil Conditions
R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:14: Is there accurate information regarding the Is the soil on the site compact/undisturbed, or made up
R-2023-0253-RMM-Platipus-Tree-Anchoring-Systems-Brochure.pdf:14: overall height and circumference of the trees at ground? Have large amounts of top soil been brought
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: Initial Development Site preparation works is likely to involve the movement of soils and
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: The noisiest activities are expected to be generated during soil movement and piling work
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:2: 4.2 Installation of Soil Pedestal for Rootball Support
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:2: 4.3 Installation of Planting Soil
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:5: providing maximum void space for uncompacted soil and/or stormwater management
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:5: and in tight constraints, specific to the site requirements and achieve the required soil and/
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:5: Soil Cells
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:6: of getting air and water into the soil and rootzone, and a means of allowing organic gases, from
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:6: the decay of organic matter within the soil, to escape. Manual or automatic irrigation may also be
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:6: COMPACTION: The method of mechanically increasing the density of soil. Soil compaction is
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:6: granular pavement bases by providing a stabilizing force within soil structure as the fill interlocks
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:6: PLANTING SOIL: Soil as defined in Section 32 91 13 - Planting soil is a consistent blend of silt,
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:6: REINFORCING COLLAR: A trench between the pavement support system and surrounding soil,
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: soil profile to prevent root heave and damage to pavement and other built Infrastructure.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: movement above the soil profile. This system is designed to be filled with planting soil for tree
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: rooting; bioretention soil for tree rooting and stormwater attenuation and pollutant removal;
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: SOIL INSPECTION PORT: A vertical pipe extending from the pavement surface down through the
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: top of the pavement support system. This port is used for the sampling and inspection of the soil
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: within the pavement support system and can be used as a means of adding nutrients to the soil.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: SOIL MEDIA: (see planting media)
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: with appropriate soil media for tree planting.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: WALKED-IN: A process for light compaction of soils by walking through the soil during and
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:7: following soil placement.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:10: Before proceeding with full scale excavation work, confirm nature of existing soil
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:10: conditions and in particular the drainage characteristics of the existing soil. Additional
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:10: Do not proceed with installation when subgrades, soils and planting soils are in a wet,
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:13: Sub-Grade Soil5
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:13: Sub-Grade Soil5
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:13: 6. For sub-grade soils with an allowable bearing capacity of less than 2000 psf (96 kPa), a geotechnical engineer should
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:15: however a tree pit base of 2% CBR should be covered by Twinwall Geonet / soil
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:17: the native soil and the sub-base layer. Overlap geogrid a minimum 12” (300 mm) or as
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:19: which method of soil filling will be used (see section 4.3 for details).
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:19: Before filling with soil, install single row of AirFlow™ Lids around the perimeter and
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:26: To allow for easy filling of soil, ladder the remaining RootSpace® AirFlow™ Lids as per the
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:26: diagram below to ensure structural integrity is retained once filled with soil.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:29: 4.2 Installation of Soil Pedestal for Rootball Support
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:29: 4.3 Installation of Planting Soil
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:31: Installation of the Soil Pedestal for
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:31: On single layer systems, place and compact enough soil to form a pedestal to prevent
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:31: Refer to specification and layout drawing to determine where soil pedestal is required.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: Installation of the Planting Soil
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: Verify that planting soil meets specifications. Soil shall be a dry, loose consistent blend
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: compound, solid waste, or acid has been deposited in planting soil or RootSpace®
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: RootSpace® Pavement Support System with the specified filler soil. Keep backfilled
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: area around outer perimeter free of filler soil.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: Placing soil prior to attaching the AirFlow™ Lids (Recommended Installation)
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: Place filler soil in the RootSpace® Pavement Support System using an excavator bucket
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: Foot compact each lift of soil media by foot compaction of the soil within the system.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: Once soil is filled to the top of the top Upright Panels, install AirFlow™ Lids by locating
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: Ensure soil is filled to the top of the top of the AirFlow™ Lids to allow for natural
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:32: settlement of uncompacted soil fill. Rake top of AirFlow™ Lid to remove ridges and
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:43: Care should be taken to ensure that the root flare is not below the finished soil grade
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:44: Backfill soil to specified elevation.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:52: Remove RootSpace® AirFlow™ Lid(s) by pulling Remove soil within the RootSpace®.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:53: Repair utility. Replace planting soil.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:54: soil.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:55: Excavate soil below RootSpace® to access and Backfill and compact to surrounding sub-base to
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:55: Reassemble RootSpace® Upright Panels. Replace AirFlow™ Lids and planting soil.
R-2023-0253-RMM-ECL. 007.04.01CEMP-ANNEX.1 Issue 2.pdf:9: 17 05 Soil (including excavated soil from contaminated sites), stones and dredging
R-2023-0253-RMM-ECL. 007.04.01CEMP-ANNEX.1 Issue 2.pdf:11: Soil arisings
R-2023-0253-RMM-ECL. 007.04.01CEMP-ANNEX.1 Issue 2.pdf:12: reuse of excavated soils onsite for backfill and landscaping;
R-2023-0253-RMM-GrasscreteBrochure.pdf:3: available in soil
R-2023-0253-RMM-GrasscreteBrochure.pdf:8: prevents soil
R-2023-0253-RMM-GrasscreteBrochure.pdf:9:5. Melt former tops with 6. Top soil and seed
R-2023-0253-RMM-GrasscreteBrochure.pdf:9: soil levels and seed
R-2023-0253-RMM-GrasscreteBrochure.pdf:10: After 48 hours melt exposed tops of formers and fill with soil. Following settlement sow Grassmix
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:31: - Grassland – other neutral grassland - The Site is likely to support low nutrient soils and so this is
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:31: grass and wild flower species, e.g., the EM7 – meadow mixture for sandy soils supplied by
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:31: diverse sward due to the low nutrient soils. A more diverse seed mix could be used, e.g., the
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:34: soil type, the resulting bare and loose substrate will then be seeded. Peripheral areas will also have
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:35: Furthermore, the poor site soils offer a suitable substrate for this type of use.
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:36: sub base, adequately loosened to 0.5m depth (prior to top soil placement) to ensure adequate surface
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:36: drainage and root development. Soil will be graded and prepared as a seed tilth.
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:36:5.40 Seed type will comprise Emorsgate EM7 (meadow mixture for sandy soils), applied 4g/m evenly
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:36:5.41 Following preparation of the area by utilisation of existing soil (i.e. previously developed land), this
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:37: 0.5m depth and ensuring that top soil is adequately spread (see Amenity Grassland specification).
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:37: broken up to allow ease of root penetration. One part compost to two parts soil mix will be used as
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:38: below lowest adjacent site levels. Break up the soil forming the base of the pit to a depth of 150mm.
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:39:5.55 Prior to final soil infilling, all trees to fitted with GreenBlue Urban Ltd. (GreenBlue) RootRain Urban
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:39:5.57 Include RootSoil 20 by GreenBlue in the lower section of the tree pit to eliminate the risk of soil
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:39: top soil over loosened sub soil. All plants to be container grown. Sierrablen slow release tablets to be
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:41: proportion of the light is reflected, soils from 0.05-0.40, agricultural crops 0.18-0.25, and
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:341: INCA (2019). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:355: INCA (2019). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:7:2.5 The substrate in this area was a light soil which was dressed with crushed iron slag. It was quite
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:8: habitat, which is developing on thin calcareous soils. This is a Tees Valley Local Biodiversity Action
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:9: appeared polluted, due to the lack of submerged vegetation, and the soils present were considered
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:12: and the soils present were considered highly
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:16: nutrient soils providing an grassland will provide increased
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:16: Grassland – other neutral sandy soils supplied by numbers may benefit foraging bats
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: substrates, e.g., soil, some finely crushed concrete or brick, sandy material, etc as this will create a
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: of a uniform soil layer is to be avoided as this is likely to create a grassland habitat rather than OMH.
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: following evaluation of the substrate and improvement as requirement, e.g., the additional soil,
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: Areas identified for grassland creation will be prepared using the available soil (which will need to be
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:17: mixture for sandy soils supplied by Emorsgate Seeds. Areas identified for the creation of amenity
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:18: soil (which will need to be nutrient poor to prevent excessive algal growth). The area will be sown in
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:18: tree planting will be prepared using soil of an appropriate depth to provide a stable substrate to
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:22: INCA (2018). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:SPR estimation method: Calculate from SOIL type
R-2023-0253-RMM-RootRain-Urban.pdf:1: 100 litre per-minute capacity in porous soil Cost-effective on large and small schemes
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: Mitigation measures for stockpiles for instance of aggregate, soils etc., shall be as follows:
R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:39: INCA (2019). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0253-RMM-50134151_1_CPP.pdf:3:5.12 Excavation, Soil Movement ………………………………………………………………………………………. 39
R-2023-0253-RMM-50134151_1_CPP.pdf:39:5.12 Excavation, Soil Movement
R-2023-0253-RMM-50134151_1_CPP.pdf:39:Prior to any earthworks operations a soil resource survey shall be carried out and the results integrated into
R-2023-0253-RMM-50134151_1_CPP.pdf:39: Areas of soil to be protected from earthworks and construction activities
R-2023-0253-RMM-50134151_1_CPP.pdf:39: Methods for stripping, stockpiling and re-spreading and ameliorating landscape soils
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Requirements for imported topsoil and subsoil or disposal of soils.
R-2023-0253-RMM-50134151_1_CPP.pdf:40:vehicles. The following control measures shall apply when handling soil:
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Soil handling should be conducted during the driest conditions possible
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Top soil shall only be handled when it is friable and not plastic
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Topsoil stripping shall be designed to minimise the length of time the soil is exposed to erosion and the
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Keeping soil storage periods as short as possible
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Seeding the stockpiles if the soil is to be stockpiled for more than five months or if invasive plants are
R-2023-0253-RMM-50134151_1_CPP.pdf:61:All open bodied vehicles carrying dry loose aggregate, cement or soil into and out of the Site shall be
R-2023-0253-RMM-P20-1004 Grangetown Prairie shadow HRA.pdf:74: INCA (2019). Ecology report: Storage of soils and its final use in the regeneration of land. Report
R-2023-0253-RMM-428233 - R_2023_0253_RMM Reserved matters application following R20190767OOM - No Objection Subject to Mitigation.pdf:3:Best and most versatile agricultural land and soils
R-2023-0253-RMM-428233 - R_2023_0253_RMM Reserved matters application following R20190767OOM - No Objection Subject to Mitigation.pdf:3:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2023-0253-RMM-428233 - R_2023_0253_RMM Reserved matters application following R20190767OOM - No Objection Subject to Mitigation.pdf:3:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2023-0253-RMM-428233 - R_2023_0253_RMM Reserved matters application following R20190767OOM - No Objection Subject to Mitigation.pdf:3:on soil protection for site restoration and aftercare is available on Gov.uk website. Detailed guidance on
R-2023-0253-RMM-428233 - R_2023_0253_RMM Reserved matters application following R20190767OOM - No Objection Subject to Mitigation.pdf:3:Should the development proceed, we advise that the developer uses an appropriately experienced soil
R-2023-0253-RMM-428233 - R_2023_0253_RMM Reserved matters application following R20190767OOM - No Objection Subject to Mitigation.pdf:3:specialist to advise on, and supervise soil handling, including identifying when soils are dry enough to be
R-2023-0253-RMM-428233 - R_2023_0253_RMM Reserved matters application following R20190767OOM - No Objection Subject to Mitigation.pdf:3:handled and how to make the best use of soils on site.
R-2023-0253-RMM-50134216_1_CEMP.pdf:3:6 Soil Management ……………………………………………………………………………………………. 16
R-2023-0253-RMM-50134216_1_CEMP.pdf:13:include additional ground investigation to characterise soil and groundwater conditions. Subsequently a
R-2023-0253-RMM-50134216_1_CEMP.pdf:13:Where the presence of contaminated materials is known or suspected, testing of soil samples in advance of
R-2023-0253-RMM-50134216_1_CEMP.pdf:13:construction will be used to clarify the baseline conditions and potential contaminants in the soil.
R-2023-0253-RMM-50134216_1_CEMP.pdf:15: On discovery of contaminated soil, work in the area will be stopped and
R-2023-0253-RMM-50134216_1_CEMP.pdf:16:6 Soil Management
R-2023-0253-RMM-50134216_1_CEMP.pdf:16:Prior to any earthworks operations a soil resource survey shall be carried out and the results integrated into
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Areas of soil to be protected from earthworks and construction activities;
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Methods for stripping, stockpiling and re-spreading and ameliorating landscape soils;
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Requirements for imported topsoil and subsoil or disposal of soils;
R-2023-0253-RMM-50134216_1_CEMP.pdf:16:The potential impacts and associated mitigation measures with respect soils are summarised in Table 4.
R-2023-0253-RMM-50134216_1_CEMP.pdf:16:Table 4: Potential Impacts relating to Soils and Associated Mitigations
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Soil - General Degradation or The sequencing of the works will seek to avoid the need for temporary
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: compaction of soil haul roads across unworked and restored land.
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: The amount of exposed ground and soil stockpiles from which water
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Topsoil Stripping Degradation and Topsoil movement will take place when the soil is in a condition such as
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Soil Storage and Degradation of Topsoil will be stored separate from other soil arisings (e.g. subsoil),
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Reuse soil quality stone, hardcore, rubbish and cements
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Maximise reuse of All topsoil, subsoil, overburden and other soil making material shall be
R-2023-0253-RMM-50134216_1_CEMP.pdf:17: Soil amelioration (including the use of vegetation stripped from site if
R-2023-0253-RMM-50134216_1_CEMP.pdf:20: Loss of Soil mounds with the potential to generate dust will be treated with surface
R-2021-0943-CD-EA_R20210943CD_OFFICIAL_060422.pdf:1:measures to reduce the spill of soils during landside excavation (Section 5.15 and
R-2021-0943-CD-OFFICER REPORT.pdf:1:• Details of the control measures to reduce spill of soils during landside
R-2021-0943-CD-OFFICER REPORT.pdf:3:measures to reduce the spill of soils during landside excavation (Section 5.15 and
R-2021-0943-CD-DECISION NOTICE.pdf:2: • Details of the control measures to reduce spill of soils during
R-2021-0943-CD-Natural England.pdf:3:Best and most versatile agricultural land and soils
R-2021-0943-CD-Natural England.pdf:3:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2021-0943-CD-Natural England.pdf:3:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2021-0943-CD-Natural England.pdf:3:developer uses an appropriately experienced soil specialist to advise on, and supervise soil handling,
R-2021-0943-CD-Natural England.pdf:3:including identifying when soils are dry enough to be handled and how to make the best use of soils on
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:7: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:7: 1,140,000m3 of soils in front of the proposed quay wall to create the berth pocket.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:41: to the site and working areas to avoid damaging soils outside the area. The removal of trees
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: The EIA has identified that Construction activities will disturb soils and groundwater and may
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: in soil for the protection of human health. In relation to water resources, several exceedances
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: • Made Ground source from across the site - considered to comprise a single diffuse soil
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:46:Made ground/fill deposits and soils containing naturally occurring substances are also considered as a
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:46: • Soils leaching to groundwater
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:46: • A watching brief will be provided to identify and segregate potential contaminated soil
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:47: o Testing of soils and materials for re-use within the proposed scheme footprint to
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:84: • Excavation and re-use of approximately 275,000m3 of soils behind
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:84: soils in front of the proposed quay wall to create the berth pocket.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:89: Can contaminated material be treated using soil washing,
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:90: Excavation Soil and Stones Soil and stones other than those mentioned in 17 05 03 17 05 04 On-site reuse 300,000
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:90: Excavation Soil and Stones Soil and stones other than those mentioned in 17 05 04 17 05 03* Choose an item. 117
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:99: Excavation N/A Potentially contaminated soils, asphalt containing tar
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:101:17 05 03* soil and The Hazardous
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:110: • Excavation of landside soils known to contain invasive species (locally).
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:110:Due to site specific variations in soil type, topography, adjacent sensitivities and degree of invasive
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:154:3.3.3 Excavation of landside soils (including establishment of the site compound for Phase 1 within the
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:156: • Details of the control measures to reduce spills of soils during landside excavation.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:162: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to install
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:162: tie rods to the anchor wall. Excavation and re-use of a further approximately 1,140,000m3 of soils
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:169: Excavation of area of Phase 1. The excavation, and re-use of soils from this area
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:169: landside soils could therefore result in the spread of Japanese rose to other areas of
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:169: (including set up of the site (via wind should the soils containing Japanese rose be
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:169: site compound stockpiled or via direct placement of the soils in other areas around
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:173: • If soil or other material is imported to the site, the Contractor shall gain documentation from suppliers
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:173: • Ensure footwear of construction workers is clean (visually from soil and debris) before entering
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:173:3.3.3 Excavation of landside soils (including establishment of the site
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:174:into the wild. Any soil or plant material contaminated, or potentially contaminated, with Japanese knotweed
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:175: • Clearly identify and mark out areas where contaminated soil (with Japanese knotweed) is to be
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:175: along with other contaminated soil on site.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:175:will be the need for excavation of soils in this area during Phase 1.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:176: • All site personnel are to ensure their footwear is clean (visually from soil and debris) before leaving
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:179: • Excavation of landside soils known to contain invasive species (locally).
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:184: o Testing of soils and materials for re-use
R-2021-0943-CD-COMPLIANCE DECISION NOTICE.pdf:2: • Details of the control measures to reduce spill of soils during landside
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:7: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:7: 1,140,000m3 of soils in front of the proposed quay wall to create the berth pocket.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:41: to the site and working areas to avoid damaging soils outside the area. The removal of trees
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: The EIA has identified that Construction activities will disturb soils and groundwater and may
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: in soil for the protection of human health. In relation to water resources, several exceedances
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: • Made Ground source from across the site - considered to comprise a single diffuse soil
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:46:Made ground/fill deposits and soils containing naturally occurring substances are also considered as a
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:46: • Soils leaching to groundwater
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:46: • A watching brief will be provided to identify and segregate potential contaminated soil
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:47: o Testing of soils and materials for re-use within the proposed scheme footprint to
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:84: • Excavation and re-use of approximately 275,000m3 of soils behind
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:84: soils in front of the proposed quay wall to create the berth pocket.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:89: Can contaminated material be treated using soil washing,
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:90: Excavation Soil and Stones Soil and stones other than those mentioned in 17 05 03 17 05 04 On-site reuse 300,000
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:90: Excavation Soil and Stones Soil and stones other than those mentioned in 17 05 04 17 05 03* Choose an item. 117
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:99: Excavation N/A Potentially contaminated soils, asphalt containing tar
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:101:17 05 03* soil and The Hazardous
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:110: • Excavation of landside soils known to contain invasive species (locally).
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:110:Due to site specific variations in soil type, topography, adjacent sensitivities and degree of invasive
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:156: o Testing of soils and materials for re-use
R-2021-0943-CD-61568_01 - Covering Letter DoC 3 and 9 - 10.11.21.PDF:1:• Details of the control measures to reduce spill of soils during landside excavation
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:2: any contamination present within the on-site soils practices applied to avoid potential risk to human health
R-2021-0397-PND-63262_Cover letter PDF_May 2021.PDF:4: soils/ground conditions or any ecological receptors in the area.
R-2021-0397-PND-officer report.pdf:3:water environment or soils/ground conditions or any ecological receptors in
R-2020-0598-FF-email.pdf:9:documentation. However, in some locations, the cover may have been reduced by factors such as soil
R-2020-0598-FF-Northern Gas.pdf:3: along with the soil group classifications. 3.0 metres of an intermediate pressure pipe.
R-2021-1077-CD-21156 FHA v1.PDF:17: soils (in a manner commensurate with their statutory status or identified quality in the
R-2021-1077-CD-21156 FHA v1.PDF:17: risk from, or being adversely affected by, unacceptable levels of soil, air, water or noise
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:6:Figure 4 Distribution of Free Cyanide in Soil (mg/kg)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:6:Figure 5 Distribution of Naphthalene in Soil (mg/kg)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:7: Previous Known Third Party Enviros 2004*. Soil and Groundwater Baseline Characterisation Study, Teesside
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:10:have included trial pitting, borehole drilling, soil and groundwater monitoring and analytical testing (Enviros
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:10:engineering operations associated with ground preparation and temporary storage of soils and its final use in
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:10:in soil and groundwater to the identified human health and controlled waters receptors.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:that based on the concentrations of CoC measured in soil, further consideration would need to be given to the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12: Vapour inhalation of indoor and outdoor air from volatile contaminants in soils
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12: Dermal contact/ingestion of soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:Concentrations of CoC measured in soil were compared to the relevant Generic Assessment Criteria (GAC)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:shallow soils.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12: present following competition of further assessment, including NAPL containing soils
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:13:excavation and disposal were suggested to address NAPL impacted materials and soil which poses a risk to
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:13:Concentrations of CoC measured in soil leachate and groundwater were identified in excess of DWS and EQS
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:20:passes through the site. On this basis, concentrations of CoC measured in soil and groundwater do not appear
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:vapour pathways in relation to both soil and groundwater sampled from the site is required due to the potential
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:Naphthalene has been measured in soil at concentrations greater than the GAC (Arcadis 2020a), and like
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:The distribution of free cyanide measured in soil sampled from the site (inclusive of Enviros 2008, Shadbolt
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:free cyanide were identified above the MDL in 24 of 117 soil samples collected from the site. Free cyanide
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:was detected in soil sampled between ground level and 3.6 m bgl with the majority measured between 0.8 and
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:(Enviros 2008, Shadbolt 2011 and Arcadis 2020a) was identified in soil sampled from TP04 at 0.1 m bgl in the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:16.2 mg/kg. Concentrations of free cyanide above MDL were generally measured in soil sampled from the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:The distribution of naphthalene measured in soil sampled from the site (inclusive of Enviros 2008, Shadbolt
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:Concentrations of naphthalene measured in soils in the south-west of the site were generally highest with the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:exception of soil sampled from TP114 which is located in the north of the site and recorded the highest
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:Of 117 soil samples collected in Arcadis 2020a, concentrations of naphthalene were measured above the GAC
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:in two soil samples. The highest concentration of naphthalene (37,000 mg/kg) was measured in soil sampled
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:22:Where concentrations of naphthalene were measured over 100 mg/kg in soil samples collected (Arcadis
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:22:2020a), the soils were generally observed to have a sheen or impacted with NAPL or tar.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:22:Under the remediation strategy (Arcadis 2020b), soils encountered in both TP114 and TP182 would be subject
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:22:under duty of care’. As such it is anticipated that these soils would be removed/treated, removing the source
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:23:active: the potential risk of concentrations of free cyanide in measured soil and groundwater to future
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:23: Partitioning of soil and groundwater impacts into soil gas and vertical migration (upwards) towards
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:23: Inhalation of indoor air impacted by a soil or groundwater source; and,
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:23: Inhalation of outdoor air impacted by a soil or groundwater source.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:25:free cyanide measured in soil and groundwater potentially pose a risk to future commercial workers at the site
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:25:assessment criteria for use in screening both soil and groundwater at the site.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:25:Following literature review, modelling of the risk to human health from both soil and groundwater was
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:25:The maximum measured concentrations of free cyanide in soil and groundwater during previous phases of
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:25:criteria derived as part of this report in Table 2, presented in Appendix B. Concentrations of free cyanide in soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:25:cyanide in soil and groundwater beneath the site is not significant.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:Further review of the concentrations of naphthalene measured in soil above the GAC in Arcadis 2020a,
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:these soils would be removed/treated, removing the source and reducing the concentrations of naphthalene
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:direct contact and vapour pathways. The concentrations of free cyanide measured in soil and groundwater at
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:33: Naphthalene in Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:33:Prairie_Naphthalene in Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:34: Naphthalene in Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:34:Prairie_Naphthalene in Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:38: analyses of soil, ground water, surface water, air or hazardous
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:40: quantification of levels and calculation of SSAC for CoC present in soils beneath a site. The
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:40: including soil gas, but not from groundwater. The model is deterministic.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:40: SNIFFER Soil” (SNIFFER, 2003). Since the Environment Agency of England and Wales released the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:40: rather than calculating a dose and comparing to a tolerable daily soil intake for inhalation
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:40:Assessment of Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:40:For the purpose of deriving a GAC for soil for free cyanide, the CLEA (v1.07) model has been used in conjunction
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:40:Koc value, and as such, RBCA has been selected to assess the vapour pathways in relation to soil.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:41:While CLEA has the functionality to assess the risk to human health from soil, it does not consider the risk to
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:41:determine the contaminant level which is acceptable beneath the site in soils and /or groundwater.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:41:is consistent with the derivation of Soil Guideline Values, and is additionally consistent with the building type
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:41:adopted as screening criteria for this site – Arcadis 2020a). The soil characteristics have been adopted from
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:41: Inhalation of indoor air impacted by a soil or groundwater source*; and,
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:41: Inhalation of outdoor air impacted by a soil or groundwater source*.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:42: Inhalation of indoor dust impacted by a soil source*;
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:42: Inhalation of outdoor dust impacted by a soil source*;
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:42: Direct contact exposure with soils*
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:42:The soil and groundwater SSAC defined for the protection of human health are presented in the Appendix B
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:42:The maximum measured concentrations of CoC in soil and groundwater during previous phases of work (Enviros
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:42:presented in Appendix B.4. Concentrations of free cyanide in soil and groundwater not measured in excess of
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:42:cyanide in soil and groundwater beneath the site is not significant.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:43:Environment Agency, 2009a. Human health toxicological assessment of contaminants in soil. Science Report –
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:44:Table 2 Comparison of Maximum Concentration of Free Cyanide in Soil and Groundwater with GAC
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:45: Human Health GAC for Soil Human Health GAC for Groundwater
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:47: Soil Parameters - Unsaturated Zone
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:47: Distance to ground surface / building foundation from soil source
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:47: Soil Parameters - Source
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:47: Residual soil water content (cm3/cm3) 0.12
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:47: S4UL and the derivation of Soil Guideline Values
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:48:Exposure Frequency for Soil and Dust Ingestion events/year 230
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:49: Soil - Water Diffusion
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:50: Ratio of ADE to relevant Health Criteria Value Soil Assessment Criteria SAC Flag
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:51: direct soil dermal contact dermal contact inhalation of dust inhalation of dust inhalation of inhalation of vapour oral inhalation
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:52:SUBSURFACE SOIL (1 - 3.6 m) Target Hazard Quotient 1.0E+0 Groundwater DAF Option:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:52: Soil Leaching to Groundwater Soil Leaching to Groundwater/ Soil Vol. to
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:52: o o n o Soil Volatilization to Outdoor Air Applicable SSTL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Soil ……………………………………………………………………………………………………………………………………… 7
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Human Health Soil Risk Assessment …………………………………………………………………………………..11
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Asbestos in Soil ……………………………………………………………………………………………………………….. 11
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:7: Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:Additional soil sampling has been undertaken by AEG on behalf of Atkins in the western area of the site. The
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:results of the soil sampling in full are presented in AEG 2020 and briefly discussed in Section 3.1.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12: Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:No non-aqueous phase liquid (NAPL) was identified on soil in the twelve additional trial pits progressed.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:Asbestos was identified in one soil sample (ATK_TP_001_0060) of the 12No. additional samples analysed
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:measured in 3 of the 5 soil samples and analysed. The measured concentrations were in line with Arcadis
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16: Human Health Soil Risk Assessment
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:Contaminant concentrations in the additional soil samples have been compared with the soil assessment
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:Of the additional soil samples collected concentrations of arsenic were identified above the applicable GAC.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:below the method detection limit (MDL) in all additional soil samples.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:sulphate and sulphur can be present naturally in soil. Their typically low toxicity is likely to mean these
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:for free cyanide for a conservative estimate of risk. Total cyanide measured in soil sampled from
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:consideration. Free cyanide has been identified above the MDL in two of the additional soil samples collected
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16: Asbestos in Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:A total of 5No. additional soils samples were screened by polarised light microscopy in accordance with
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:2020a. Asbestos in shallow soils in areas without buildings or hardstanding has the potential to become
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:Comparison of concentrations of CoC measured in the additional soil samples collected as part of the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:press, will further assess the risk to human health from concentrations of free cyanide measured in soil from
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37: Methods of Test for Soils for Civil Engineering Purposes
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:Representative samples of soil, water and rock were obtained from the exploratory holes and were taken to
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:44:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45: symbols for soil and rock.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:48:Main Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:49:ES Environmental soil sample.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:49:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:51: Soils
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:51:Note: Composite soil types will be
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:598: Description 119 Soil samples, 24 Leachate samples, 15 Water samples.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663605 PRAIRIE_AUK_TP132_SO_0130 4 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663606 PRAIRIE_AUK_TP131_SO_0180 5 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663734 PRAIRIE_AUK_TP101_SO_0100 5 SOIL Chrysotile Chrysotile present as fibre bundles Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663735 PRAIRIE_AUK_TP101_SO_0220 9 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663736 PRAIRIE_AUK_TP104_SO_0150 5 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663737 PRAIRIE_AUK_TP105_SO_0250 11 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1663978 PRAIRIE_AUK_BH104_SO_0550 1 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665133 PRAIRIE_AUK_TP172_SO_0080 3 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665134 PRAIRIE_AUK_TP175_SO_0080 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665135 PRAIRIE_AUK_TP175_SO_0180 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665136 PRAIRIE_AUK_TP178_SO_0080 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665137 PRAIRIE_AUK_BH106_SO_0550 1 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665138 PRAIRIE_AUK_TP107_SO_0180 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665139 PRAIRIE_AUK_TP107_SO_0080 11 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665140 PRAIRIE_AUK_TP108_SO_0100 5 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665141 PRAIRIE_AUK_TP108_SO_0200 8 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665142 PRAIRIE_AUK_TP113_SO_0130 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665286 PRAIRIE_AUK_BH103_SO_0250 1 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665288 PRAIRIE_AUK_TP115_SO_0190 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665290 PRAIRIE_AUK_TP122_SO_0100 3 SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665291 PRAIRIE_AUK_TP123_SO_0060 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665292 PRAIRIE_AUK_TP185_SO_0430 5 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665293 PRAIRIE_AUK_TP186_SO_0050 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665295 PRAIRIE_AUK_TP188_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665450 PRARIE_AUK_TP121_SO_0150 4 SOIL NAD none D Wilkinson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1258:1665451 PRARIE_AUK_TP138_SO_0120 3 SOIL Chrysotile Chrysotile present in microscopic D Wilkinson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665452 PRARIE_AUK_TP149_SO_0130 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665453 PRARIE_AUK_TP168_SO_0005 1 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665454 PRARIE_AUK_TP173_SO_0090 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665455 PRARIE_AUK_SURFACE1_SO_0000 SOIL NAD none D Wilkinson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665588 PRAIRIE_AUK_TP114_SO_0090 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665589 PRAIRIE_AUK_TP124_SO_0150 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665590 PRAIRIE_AUK_TP174_SO_0080 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665591 PRAIRIE_AUK_TP174_SO_0160 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665592 PRAIRIE_AUK_TP176_SO_0090 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665593 PRAIRIE_AUK_TP177_SO_0060 2 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665594 PRAIRIE_AUK_TP189_SO_0300 7 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665610 PRAIRIE_AUK_TP179_SO_0140 4 SOIL U/S U/S U/S
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665611 PRAIRIE_AUK_TP179_SO_0200 7 SOIL NAD none D Wilkinson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665612 PRAIRIE_AUK_TP181_SO_0060 3 SOIL NAD none D Wilkinson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665613 PRAIRIE_AUK_TP182_SO_0090 3 SOIL U/S U/S U/S
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665990 PRAIRIE_AUK_TP145_SO_0160 4 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665991 PRAIRIE_AUK_TP146C_SO_0130 5 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665992 PRAIRIE_AUK_TP156A_SO_0030 2 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665993 PRAIRIE_AUK_TP162_SO_0170 3A SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665994 PRAIRIE_AUK_TP180_SO_0030 3 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665995 PRAIRIE_AUK_TP163_SO_0120 3 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666343 PRAIRIE_AUK_TP135_SO_0130 5 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666344 PRAIRIE_AUK_TP136_SO_0080 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666345 PRAIRIE_AUK_TP136_SO_0290 10 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666346 PRAIRIE_AUK_TP165_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1666347 PRAIRIE_AUK_TP167_SO_0250 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666348 PRAIRIE_AUK_TP169_SO_0150 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666610 PRAIRIE_AUK_BH108_SO_0250 1 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666611 PRAIRIE_AUK_TP139B_SO_0030 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666612 PRAIRIE_AUK_TP139B_SO_0330 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666613 PRAIRIE_AUK_TP148A_SO_0140 5 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666614 PRAIRIE_AUK_TP150_SO_0150 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666615 PRAIRIE_AUK_TP159_SO_0060 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1666616 PRAIRIE_AUK_TP190A_SO_0110 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667231 PRAIRIE_AUK_BH105_SO_0300 1 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667232 PRAIRIE_AUK_TP126_SO_0260 5 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667233 PRAIRIE_AUK_TP128_SO_0090 3 SOIL Chrysotile small bundles of Chrysotile present Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667234 PRAIRIE_AUK_TP129_SO_0210 4A SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667235 PRAIRIE_AUK_TP130_SO_0100 4A SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667236 PRAIRIE_AUK_TP147_SO_0150 4 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667237 PRAIRIE_AUK_TP158_SO_0130 3 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667238 PRAIRIE_AUK_TP157_SO_0080 2 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667501 PRAIRIE_AUK_TP120A_SO_0100 3 SOIL Chrysotile Chrysotile bundles present Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667502 PRAIRIE_AUK_TP134_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667503 PRAIRIE_AUK_TP134_SO_0200 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667504 PRAIRIE_AUK_TP161_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667505 PRAIRIE_AUK_TP166_SO_0045 3 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667506 PRAIRIE_AUK_TP166_SO_0120 8 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667507 PRAIRIE_AUK_TP171_SO_0075 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1667508 PRAIRIE_AUK_TP187_SO_0070 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1668118 PRAIRIE_AUK_BH110_SO_0300 1 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1260:1668119 PRAIRIE_AUK_TP102_SO_0100 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668120 PRAIRIE_AUK_TP102_SO_0300 11 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668121 PRAIRIE_AUK_TP103_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668122 PRAIRIE_AUK_TP109_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668123 PRAIRIE_AUK_TP110_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668124 PRAIRIE_AUK_TP110_SO_0200 7 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668125 PRAIRIE_AUK_TP111_SO_0150 4 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668126 PRAIRIE_AUK_TP112_SO_0150 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668127 PRAIRIE_AUK_TP119_SO_0150 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668128 PRAIRIE_AUK_TP119_SO_0250 7 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668129 PRAIRIE_AUK_TP133_SO_0050 2 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668130 PRAIRIE_AUK_TP152_SO_0200 6 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668131 PRAIRIE_AUK_TP153_SO_0110 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668132 PRAIRIE_AUK_TP154_SO_0085 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668133 PRAIRIE_AUK_TP155_SO_0070 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668134 PRAIRIE_AUK_TP160_SO_0075 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668135 PRAIRIE_AUK_TP170_SO_0100 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668557 PRAIRIE_AUK_TP164_SO_0070 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668558 PRAIRIE_AUK_TP164_SO_0130 5 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668559 PRAIRIE_AUK_TP184_SO_0030 2 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668560 PRAIRIE_AUK_TP106_SO_0100 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668561 PRAIRIE_AUK_TP116_SO_0130 3 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668562 PRAIRIE_AUK_TP117_SO_0300 8 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668563 PRAIRIE_AUK_TP118_SO_0120 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668564 PRAIRIE_AUK_TP127_SO_0030 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668565 PRAIRIE_AUK_TP127A_SO_0280 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1261:1668566 PRAIRIE_AUK_TP140_SO_0100 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668567 PRAIRIE_AUK_TP141_SO_0200 4 SOIL U/S U/S U/S
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668568 PRAIRIE_AUK_TP142_SO_0090 3 SOIL U/S U/S U/S
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668569 PRAIRIE_AUK_TP142_SO_0150 4 SOIL U/S U/S U/S
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668570 PRAIRIE_AUK_TP143_SO_0080 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668571 PRAIRIE_AUK_TP143_SO_0160 6 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668572 PRAIRIE_AUK_TP151_SO_0120 5 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668657 PRAIRIE_AUK_TP139_SO_0110 4 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1668869 PRAIRIE_AUK_TP144_SO_0080 3 SOIL Chrysotile Bundles of Chrysotile fibres Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1669251 PRAIRIE_AUK_TP112_SO_0210 7 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1670142 PRAIRIE_AUK_TP194A_SO_0140 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1670143 PRAIRIE_AUK_TP196A_SO_0140 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1670144 PRAIRIE_AUK_TP201_SO_0360 1 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1670502 PRAIRIE_AUK_TP193_SO_0080 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1675450 PRAIRIE_AUK_BH101_SO_0300 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1262:1675451 PRAIRIE_AUK_BH107_SO_0300 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1263: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1264: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1265: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1266: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1267: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1268: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1269: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1270: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1271: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1272: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1273: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1274: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1275: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1276: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1277: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1278: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1279: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1280: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1281: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1282: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1283: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1284: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1285: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1286: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1287: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1288: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1289: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1290: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1291: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1292: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1293: Sample Type SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 130 1.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 180 1.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 220 2.20 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 150 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 250 2.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 550 5.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 180 1.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 550 5.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 180 1.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 200 2.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 130 1.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 250 2.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 190 1.90 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 060 0.60 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 430 4.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 050 0.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 50 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 20 1.20 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 30 1.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 05 0.05 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 90 0.90 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: O_0000 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 090 0.90 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 150 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 160 1.60 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 090 0.90 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 060 0.60 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 300 3.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 140 1.40 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 200 2.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 060 0.60 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 090 0.90 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 160 1.60 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0130 1.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0030 0.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 170 1.70 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 030 0.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 120 1.20 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 130 1.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 290 2.90 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 250 2.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 150 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 250 2.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0030 0.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0330 3.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0140 1.40 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 150 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 060 0.60 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1297: 0110 1.10 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 300 3.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 260 2.60 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 090 0.90 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 210 2.10 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 150 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 130 1.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 0100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 200 2.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 045 0.45 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 120 1.20 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 075 0.75 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 070 0.70 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 300 3.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 300 3.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 200 2.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 150 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1299: 150 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 150 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 250 2.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 050 0.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 200 2.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 110 1.10 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 085 0.85 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 070 0.70 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 075 0.75 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 070 0.70 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 130 1.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 030 0.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 130 1.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 300 3.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 120 1.20 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 030 0.30 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 0280 2.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 100 1.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 200 2.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 090 0.90 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 150 1.50 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1301: 160 1.60 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 120 1.20 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 110 1.10 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 210 2.10 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 0140 1.40 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 0140 1.40 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 360 3.60 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 080 0.80 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1303: 300 3.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1303: 300 3.00 SOIL
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1304:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1304:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1348: ANC is a measure of the buffering capacity of soils and
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1348: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: BS1377:1990 – Soils for Civil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: 1001 Preparation of potentially contaminated soils prior to
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: This method outlines the procedure used to describe soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: Content of Soil BS 1377:1990
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350: soils and loose aggregates. HSE
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350: Organic matter in soil is oxidised with potassium
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: The carbonate present in the soil reacts with a known
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: The chloride in the soil is dissolved in water and the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: 2006 of Soil & Chloride MCERTS(Soils)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352:DETSC pH Value of Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: The electrical conductance of a soil suspension in water or
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: 2009 In some cases, the soil may need to be extracted with an WEF
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: Soil & Water
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: soil in saturated calcium sulphate.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: Dried, ground soil is transferred to a dry, tared measuring
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: 2019 Soil Density contents are then weighed and the density of the soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: sulphide in soils and similar matrices
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: Soils: 10mg/kg
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355: Formaldehyde in soil is extracted in water, with a water to
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355: soil ratio of 10:1. The insoluble residue is removed by
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355: Liquid samples and aqueous soil extracts are filtered
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: The sulphate and magnesium in the soil are extracted in an
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: Soil samples are treated with phosphoric acid to expel any
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: 2119 Ammonia in Soil MCERTS(Soils)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: Soil: 0.2mg/kg
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1358: Soils mg/kg:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1360: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1362: Metals in Soil by
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1362: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1362: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1362: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1363: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: Sulphur compounds in soil are extracted using aqua regia
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: 2320 Soil by ICP
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: content of Soil by 0.01%
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: Sulphur compounds in soil are extracted using aqua regia
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: The mercury is extracted from soil in aqua regia with
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: Mercury in Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: Soils are air-dried and crushed before being subjected to a
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365:DETSC Extraction. Soil: 100µg/kg
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: Soils, waters and aqueous samples are tested on an as-
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Matter in Soil The Determination of Material
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soils are extracted in dichloromethane (DCM) by
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: National Grid Property Holdings Soil:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Section 3.12 Soil Analysis: Elemental Water:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Waters and aqueous extracts of soils are extracted using
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soil mg/kg:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: are extracted from soil and water using n-Hexane. The
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soils and associated materials are extracted in
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soils are extracted into hexane: acetone by shaking. The
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: The PAHs in the soil sample are extracted into hexane:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: Soil:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: 10 mg/kg Soil:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369:DETSC USEPA Method 8015B – Non- Soil:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369: BTEX, MTBE and PRO in soils are determined via
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369:DETSC PRO in Soils by MCERTS(Soils)
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369: An as-received soil sample is extracted in Hexane:Acetone
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1371: The SVOCs in the soil sample are extracted into DCM:
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1371: Soils by GCMS the appropriate internal standard mass peak area.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1372: 5008 Soil
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1375: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:7:This will include the removal and/or treatment of contaminated soils and the
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:7:the area for future developments. Soils stored in other areas of the STDC site may
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:8:• Removal and replacement of contaminated soils to a depth of up to 2.5 metres
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:8:• Where materials such as scrap metals or highly contaminated soils can not be
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:38:support notable invertebrate species. The majority of soils within the proposed
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:47:potential for contaminated soil or accidental pollution to enter either the Holme
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:48:this information, as much of the soils within the area are too compacted to qualify
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:49:site primarily consists of compacted soils and/or hard standing land, likely limited
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:55: Cleveland Coast Cross Connector and/or soils from construction work the Teesmouth and Cleveland Coast SPA Phasing plan effects.
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:55: Teesmouth and Pollution of Holme Beck, Dust, water or contaminated soils Potential impact to qualifying species CEMP No significant residual
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:75: 1. Known history of disturbance at the site or evidence that soil has been
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:76:has developed a very thin layer of soil so that the surface may be loose but with
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:76:Infrastructure, construction or other purpose, currently unvegetated, but the soil
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:9:This will include the removal and/or treatment of contaminated soils and the
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:9:the area for future developments. Soils stored in other areas of the STDC site may
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:10:• Removal and replacement of contaminated soils to a depth of up to 2.5 meters
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:10:• Where materials such as scrap metals or highly contaminated soils can not be
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:13:movement of earth and storage of soils, there is the potential that soils from the
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:17:and northern moors where the soil is less free draining. On the western, southern
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:17:and central moors where the soil is free draining, the site contains the Annex I
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:21:the STDC site14. As soils from one of these six locations may be transported and
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:21:storage or use of materials. The potential impacts from storage or use of soils in
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:22:During remediation, there is the potential for contaminated soil or accidental
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:28:from soil storage in other areas of the STDC and use of other soils from STDC
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:29:removing much of the contamination that is currently present within the soils.
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:30:During remediation, there is the potential for contaminated soil or accidental
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:30:potential for contaminated soil or accidental pollution entering these watercourses
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:31: • the decontamination of surrounding soils to ensure highly contaminated
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:31: soils are removed in proximity to the culverts prior to the daylighting
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:4: Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils 108
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: identified within the soil with the potential to impact groundwater quality. Based on the low
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: contaminants were identified within the soil with the potential to impact surface water quality.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:7:preparation and the temporary storage of soils.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:7:unacceptable risk from, or being adversely affect by, unacceptable levels of soil, air, water or noise pollution
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:8: Specialists/Contaminated Land: Applications in Real Environments (EIC/AGS/CL:AIRE, 2009). Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:9: Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Wood Comment: Lead in soil exceeded the current GAC for commercial end use of 2,300mg/kg. This
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soil and Groundwater
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soils: Fill materials across the site are typically characterised by alkaline pH and elevated
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: While zinc was below the GAC elevated zinc concentrations were detected which could lead to soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: There was evidence of localised hydrocarbon contamination in soil and groundwater within the
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:41: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:41: Enviros investigation (2004) had a limited soils analysis dataset for the Grangetown Prairie site as
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Enviros investigations (2008) analysed 32 soil samples for heavy metals. One sample exceeded the
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Shadbolt Environmental investigations (2011) analysed 35 soil samples, with results compared to
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: five soil samples. Visual and olfactory evidence of hydrocarbons was encountered, in trial pits, and
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: soils
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: A total of 35 soil samples were analysed for a suite of potential contaminants including metals, pH
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Chemical analysis results of soils were compared with GACs for commercial/ industrial end use. A
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Soil analysis results were compared with GACs for commercial/industrial land use.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: organic contaminants in soils, the results were all below the GAC for commercial/industrial end
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: locally. Concentrations of BTEX compounds in soils were less than the GACs used (SGVs) for
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: CH2M Hill reassessed the data acquired by Enviros in 2004, and assessed soil data based on
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Soil
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Based on the findings of the HRA, TATA proposed that the site be capped with 1m of soils,
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:Solvent extraction, air sparging, soil vapour extraction (SVE) and dual phase SVE have not been carried
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:asbestos. Soil flushing, surface amendments or soil washing are not appropriate for asbestos contamination.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:Exposure pathways for commercial/industrial end use include direct soil and indoor dust ingestion, skin
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:contact with soils and dusts, and inhalation of dust and vapours. As it is not pragmatic to remove all
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: S = Soils, Made Ground and sediments Volatile Pesticides
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Chemical Soil flushing S S S S
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Soil vapour extraction (SVE) S S S
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Soil washing S S S S S
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: CL4 hard surfacing to break pathway Protection against aggressive soils will be health.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:107:Site won and imported clean cover soils will be placed under a controlled methodology, mainly driven by
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:107:the arisings to ensure they are in keeping with the soil chemistry in the shallow Made Ground and do not
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:108:Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:112:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:112:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: Likelihood possible under in soils at depths >1m in a residential garden, or 0.5-1.0m in
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: present and in the right place which means that it in soils at depths of 0.5-1.0m in a residential garden, or the
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: Likelihood appear very likely in the short-term and almost in soils in the top 0.5m in a residential garden.
R-2020-0318-FFM-Consultee Response - Network Rail.pdf:2:encroachment of foundations onto Network Rail land and soil. There must be no physical encroachment of any
R-2020-0318-FFM-318 contam land.pdf:1:necessary, elevated arsenic and total cyanide, asbestos (amosite) detected in soils
R-2020-0318-FFM-EP CL.pdf:1:clean cover soils will be placed under a controlled methodology, mainly driven by
R-2020-0318-FFM-Phase II ESA.PDF:5: Selection of Soil GAC ………………………………………………………………………………………………………..31
R-2020-0318-FFM-Phase II ESA.PDF:5: Soil Risk Assessment ………………………………………………………………………………………………………..32
R-2020-0318-FFM-Phase II ESA.PDF:5: Asbestos in Soil ………………………………………………………………………………………………………………..34
R-2020-0318-FFM-Phase II ESA.PDF:5: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….34
R-2020-0318-FFM-Phase II ESA.PDF:5: Soil Leachate ……………………………………………………………………………………………………………………38
R-2020-0318-FFM-Phase II ESA.PDF:6:GQRA – Summary of Soil Screen
R-2020-0318-FFM-Phase II ESA.PDF:6:GQRA – Summary of Soil Leachate Screen
R-2020-0318-FFM-Phase II ESA.PDF:9: Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for
R-2020-0318-FFM-Phase II ESA.PDF:9: Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2020-0318-FFM-Phase II ESA.PDF:18: constituent although often still present within the soil matrix.
R-2020-0318-FFM-Phase II ESA.PDF:29:With the exception of hexavalent chromium, the metals analysed were detected in the majority of the soil
R-2020-0318-FFM-Phase II ESA.PDF:29:higher in slag dominant made ground. Soil samples ranged from alkaline 9.7 (slag dominant Made Ground) to
R-2020-0318-FFM-Phase II ESA.PDF:29:and lower than the corresponding soil samples.
R-2020-0318-FFM-Phase II ESA.PDF:30:Concentrations of TPH were detected above the MDL in approximately half of soil samples. The following
R-2020-0318-FFM-Phase II ESA.PDF:32:Low levels of VOC, SVOC, and PCBs were measured infrequently in soil samples.
R-2020-0318-FFM-Phase II ESA.PDF:33: Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both
R-2020-0318-FFM-Phase II ESA.PDF:33: During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2020-0318-FFM-Phase II ESA.PDF:33: relation to soil would be considered active. Given the likely depth to groundwater (approximately 2 to 3m
R-2020-0318-FFM-Phase II ESA.PDF:33: Direct contact pathways with soils could be active throughout a potential redevelopment; typical mitigation
R-2020-0318-FFM-Phase II ESA.PDF:33: Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered
R-2020-0318-FFM-Phase II ESA.PDF:37:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the
R-2020-0318-FFM-Phase II ESA.PDF:37: Selection of Soil GAC
R-2020-0318-FFM-Phase II ESA.PDF:37: A. Vapour inhalation of indoor and outdoor air from volatile contamination in soils, (potential CoC
R-2020-0318-FFM-Phase II ESA.PDF:37: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic
R-2020-0318-FFM-Phase II ESA.PDF:38:Soil organic matter recorded in 117No. soil samples obtained from the site ranged from 0.4 to 14%. The organic
R-2020-0318-FFM-Phase II ESA.PDF:38:end use assuming a soil organic matter (SOM) content of 1% (suitably conservative).
R-2020-0318-FFM-Phase II ESA.PDF:38:The selected human health GAC for soil are presented in Appendix F:
R-2020-0318-FFM-Phase II ESA.PDF:38: Soil Risk Assessment
R-2020-0318-FFM-Phase II ESA.PDF:38:Contaminant concentrations in soil samples have been compared with the soil GAC in Appendix F.
R-2020-0318-FFM-Phase II ESA.PDF:39:recorded below the method detection limit (MDL) in all soil samples.
R-2020-0318-FFM-Phase II ESA.PDF:39:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2020-0318-FFM-Phase II ESA.PDF:39:recorded concentrations in soil for all contaminants are listed in Appendix F.
R-2020-0318-FFM-Phase II ESA.PDF:39:Contaminant concentrations in soil samples collected as part of historical site investigations have been
R-2020-0318-FFM-Phase II ESA.PDF:39:compared with the soil GAC in Appendix F. Contaminants which were measured in excess of the GAC are
R-2020-0318-FFM-Phase II ESA.PDF:40: Asbestos in Soil
R-2020-0318-FFM-Phase II ESA.PDF:40:A total of 117No. soils samples were screened by polarised light microscopy in accordance with HSG248 for
R-2020-0318-FFM-Phase II ESA.PDF:40:The presence of quantifiable levels of asbestos in soil warrants further consideration. Asbestos in shallow soils
R-2020-0318-FFM-Phase II ESA.PDF:40: Qualitative Risk Assessment for Substances in Soil without GACs
R-2020-0318-FFM-Phase II ESA.PDF:40:do not have a GAC available, the majority were recorded at less than the MDL in all soil samples. Based on a
R-2020-0318-FFM-Phase II ESA.PDF:41:sulphur are present naturally in soil and some are biologically required nutrients. They may be elevated above
R-2020-0318-FFM-Phase II ESA.PDF:41:natural levels where slag and other steelmaking wastes are incorporated into soil due to the site’s former use,
R-2020-0318-FFM-Phase II ESA.PDF:41:Carbazole was detected above MDL in 12 of 23 soil samples analysed. It is indicative of incomplete combustion
R-2020-0318-FFM-Phase II ESA.PDF:41:contaminant in the soil samples and that the maximum concentration measured in several orders of magnitude
R-2020-0318-FFM-Phase II ESA.PDF:41:growing medium and some form of capping with “clean” soil is likely to be incorporated into the development.
R-2020-0318-FFM-Phase II ESA.PDF:42:Concentrations of arsenic were measured in one soil sample above the GAC protective of human health via
R-2020-0318-FFM-Phase II ESA.PDF:42:concentrations measured in excess of the GAC for human health were in soil sampled from Granular Made
R-2020-0318-FFM-Phase II ESA.PDF:42:of PCBs, PAHs and carbazole in soil via the vapour inhalation pathway – driven by vapour intrusion (pollutant
R-2020-0318-FFM-Phase II ESA.PDF:43:concentration of naphthalene was identified in soil associated with a pipe containing tar. Material of this nature
R-2020-0318-FFM-Phase II ESA.PDF:43:VOC have been measured above MDL in soil and compared to USEPA GAC, this does not assess the risk via
R-2020-0318-FFM-Phase II ESA.PDF:43:Asbestos fibres were identified in 31 No. soil samples. Asbestos is potentially hazardous when inhaled and
R-2020-0318-FFM-Phase II ESA.PDF:43:therefore pollutant linkage D (inhalation of dust) is considered potentially active as surface soils may become
R-2020-0318-FFM-Phase II ESA.PDF:43:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2020-0318-FFM-Phase II ESA.PDF:43:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2020-0318-FFM-Phase II ESA.PDF:44: Soil Leachate
R-2020-0318-FFM-Phase II ESA.PDF:44:The results of 24No. soil leachate tests were compared to the WQS as shown in Appendix F. Contaminant
R-2020-0318-FFM-Phase II ESA.PDF:48:the customer’s tap for DWS), direct comparison with soil leachate results is a conservative assessment as it
R-2020-0318-FFM-Phase II ESA.PDF:53:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and
R-2020-0318-FFM-Phase II ESA.PDF:53:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2020-0318-FFM-Phase II ESA.PDF:53:Concentrations of petroleum hydrocarbons, phenol, VOC or SVOC measured in soil samples are above the
R-2020-0318-FFM-Phase II ESA.PDF:53:criteria for unprotected PE water pipes with between 8% (phenol) and 47.6% (SVOCs) of soil samples in
R-2020-0318-FFM-Phase II ESA.PDF:56:Potential risks to human health from a range of contaminants measured in shallow soils (Made Ground
R-2020-0318-FFM-Phase II ESA.PDF:56:were measured in excess of the GAC in soil and the risk to human health from concentrations of total cyanide
R-2020-0318-FFM-Phase II ESA.PDF:56:½ were quantified at <0.001% but the remainder were quantified to 0.02 % by mass. Asbestos in shallow soils
R-2020-0318-FFM-Phase II ESA.PDF:56:Exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples and groundwater
R-2020-0318-FFM-Phase II ESA.PDF:56:are generally consistent with soil and soil leachate analysis results indicating that some leaching is occurring
R-2020-0318-FFM-Phase II ESA.PDF:56: asbestos fibres identified in the Made Ground and for soils containing CoC in excess of screening
R-2020-0318-FFM-Phase II ESA.PDF:57: monitoring of shallow soils should carried out prior to redevelopment to quantify the ground gas risk
R-2020-0318-FFM-Phase II ESA.PDF:72: Soil Source
R-2020-0318-FFM-Phase II ESA.PDF:73:Title: Prairie - Exceedences of Soil Screening
R-2020-0318-FFM-Phase II ESA.PDF:74: Soil Source
R-2020-0318-FFM-Phase II ESA.PDF:499: Description 119 Soil samples, 24 Leachate samples, 15 Water samples.
R-2020-0318-FFM-Phase II ESA.PDF:508: Soil Samples
R-2020-0318-FFM-Phase II ESA.PDF:509: Soil Samples
R-2020-0318-FFM-Phase II ESA.PDF:510: Soil Samples
R-2020-0318-FFM-Phase II ESA.PDF:511: Soil Samples
R-2020-0318-FFM-Phase II ESA.PDF:512: Soil Samples
R-2020-0318-FFM-Phase II ESA.PDF:513: Soil Samples
R-2020-0318-FFM-Phase II ESA.PDF:631: Soil VOC/SVOC Samples
R-2020-0318-FFM-Phase II ESA.PDF:632: Soil VOC/SVOC Samples
R-2020-0318-FFM-Phase II ESA.PDF:633: Soil VOC/SVOC Samples
R-2020-0318-FFM-Phase II ESA.PDF:634: Soil VOC/SVOC Samples
R-2020-0318-FFM-Phase II ESA.PDF:635: Soil VOC/SVOC Samples
R-2020-0318-FFM-Phase II ESA.PDF:636: Soil VOC/SVOC Samples
R-2020-0318-FFM-Phase II ESA.PDF:699:1663605 PRAIRIE_AUK_TP132_SO_0130 4 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:699:1663606 PRAIRIE_AUK_TP131_SO_0180 5 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:699:1663734 PRAIRIE_AUK_TP101_SO_0100 5 SOIL Chrysotile Chrysotile present as fibre bundles Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:699:1663735 PRAIRIE_AUK_TP101_SO_0220 9 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:699:1663736 PRAIRIE_AUK_TP104_SO_0150 5 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:699:1663737 PRAIRIE_AUK_TP105_SO_0250 11 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:699:1663978 PRAIRIE_AUK_BH104_SO_0550 1 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:699:1665133 PRAIRIE_AUK_TP172_SO_0080 3 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665134 PRAIRIE_AUK_TP175_SO_0080 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665135 PRAIRIE_AUK_TP175_SO_0180 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665136 PRAIRIE_AUK_TP178_SO_0080 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665137 PRAIRIE_AUK_BH106_SO_0550 1 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665138 PRAIRIE_AUK_TP107_SO_0180 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665139 PRAIRIE_AUK_TP107_SO_0080 11 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665140 PRAIRIE_AUK_TP108_SO_0100 5 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665141 PRAIRIE_AUK_TP108_SO_0200 8 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665142 PRAIRIE_AUK_TP113_SO_0130 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665286 PRAIRIE_AUK_BH103_SO_0250 1 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665288 PRAIRIE_AUK_TP115_SO_0190 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665290 PRAIRIE_AUK_TP122_SO_0100 3 SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665291 PRAIRIE_AUK_TP123_SO_0060 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665292 PRAIRIE_AUK_TP185_SO_0430 5 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665293 PRAIRIE_AUK_TP186_SO_0050 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665295 PRAIRIE_AUK_TP188_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:699:1665450 PRARIE_AUK_TP121_SO_0150 4 SOIL NAD none D Wilkinson
R-2020-0318-FFM-Phase II ESA.PDF:699:1665451 PRARIE_AUK_TP138_SO_0120 3 SOIL Chrysotile Chrysotile present in microscopic D Wilkinson
R-2020-0318-FFM-Phase II ESA.PDF:699:1665452 PRARIE_AUK_TP149_SO_0130 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2020-0318-FFM-Phase II ESA.PDF:699:1665453 PRARIE_AUK_TP168_SO_0005 1 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2020-0318-FFM-Phase II ESA.PDF:700:1665454 PRARIE_AUK_TP173_SO_0090 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson
R-2020-0318-FFM-Phase II ESA.PDF:700:1665455 PRARIE_AUK_SURFACE1_SO_0000 SOIL NAD none D Wilkinson
R-2020-0318-FFM-Phase II ESA.PDF:700:1665588 PRAIRIE_AUK_TP114_SO_0090 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1665589 PRAIRIE_AUK_TP124_SO_0150 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1665590 PRAIRIE_AUK_TP174_SO_0080 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1665591 PRAIRIE_AUK_TP174_SO_0160 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1665592 PRAIRIE_AUK_TP176_SO_0090 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1665593 PRAIRIE_AUK_TP177_SO_0060 2 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1665594 PRAIRIE_AUK_TP189_SO_0300 7 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1665610 PRAIRIE_AUK_TP179_SO_0140 4 SOIL U/S U/S U/S
R-2020-0318-FFM-Phase II ESA.PDF:700:1665611 PRAIRIE_AUK_TP179_SO_0200 7 SOIL NAD none D Wilkinson
R-2020-0318-FFM-Phase II ESA.PDF:700:1665612 PRAIRIE_AUK_TP181_SO_0060 3 SOIL NAD none D Wilkinson
R-2020-0318-FFM-Phase II ESA.PDF:700:1665613 PRAIRIE_AUK_TP182_SO_0090 3 SOIL U/S U/S U/S
R-2020-0318-FFM-Phase II ESA.PDF:700:1665990 PRAIRIE_AUK_TP145_SO_0160 4 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:700:1665991 PRAIRIE_AUK_TP146C_SO_0130 5 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:700:1665992 PRAIRIE_AUK_TP156A_SO_0030 2 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:700:1665993 PRAIRIE_AUK_TP162_SO_0170 3A SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:700:1665994 PRAIRIE_AUK_TP180_SO_0030 3 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:700:1665995 PRAIRIE_AUK_TP163_SO_0120 3 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:700:1666343 PRAIRIE_AUK_TP135_SO_0130 5 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1666344 PRAIRIE_AUK_TP136_SO_0080 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1666345 PRAIRIE_AUK_TP136_SO_0290 10 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1666346 PRAIRIE_AUK_TP165_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1666347 PRAIRIE_AUK_TP167_SO_0250 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1666348 PRAIRIE_AUK_TP169_SO_0150 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1666610 PRAIRIE_AUK_BH108_SO_0250 1 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1666611 PRAIRIE_AUK_TP139B_SO_0030 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:700:1666612 PRAIRIE_AUK_TP139B_SO_0330 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1666613 PRAIRIE_AUK_TP148A_SO_0140 5 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1666614 PRAIRIE_AUK_TP150_SO_0150 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1666615 PRAIRIE_AUK_TP159_SO_0060 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1666616 PRAIRIE_AUK_TP190A_SO_0110 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1667231 PRAIRIE_AUK_BH105_SO_0300 1 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:701:1667232 PRAIRIE_AUK_TP126_SO_0260 5 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:701:1667233 PRAIRIE_AUK_TP128_SO_0090 3 SOIL Chrysotile small bundles of Chrysotile present Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:701:1667234 PRAIRIE_AUK_TP129_SO_0210 4A SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:701:1667235 PRAIRIE_AUK_TP130_SO_0100 4A SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:701:1667236 PRAIRIE_AUK_TP147_SO_0150 4 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:701:1667237 PRAIRIE_AUK_TP158_SO_0130 3 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:701:1667238 PRAIRIE_AUK_TP157_SO_0080 2 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:701:1667501 PRAIRIE_AUK_TP120A_SO_0100 3 SOIL Chrysotile Chrysotile bundles present Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1667502 PRAIRIE_AUK_TP134_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1667503 PRAIRIE_AUK_TP134_SO_0200 6 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1667504 PRAIRIE_AUK_TP161_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1667505 PRAIRIE_AUK_TP166_SO_0045 3 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1667506 PRAIRIE_AUK_TP166_SO_0120 8 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1667507 PRAIRIE_AUK_TP171_SO_0075 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1667508 PRAIRIE_AUK_TP187_SO_0070 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1668118 PRAIRIE_AUK_BH110_SO_0300 1 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1668119 PRAIRIE_AUK_TP102_SO_0100 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1668120 PRAIRIE_AUK_TP102_SO_0300 11 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1668121 PRAIRIE_AUK_TP103_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1668122 PRAIRIE_AUK_TP109_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1668123 PRAIRIE_AUK_TP110_SO_0100 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1668124 PRAIRIE_AUK_TP110_SO_0200 7 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:701:1668125 PRAIRIE_AUK_TP111_SO_0150 4 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668126 PRAIRIE_AUK_TP112_SO_0150 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668127 PRAIRIE_AUK_TP119_SO_0150 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668128 PRAIRIE_AUK_TP119_SO_0250 7 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668129 PRAIRIE_AUK_TP133_SO_0050 2 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668130 PRAIRIE_AUK_TP152_SO_0200 6 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668131 PRAIRIE_AUK_TP153_SO_0110 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668132 PRAIRIE_AUK_TP154_SO_0085 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668133 PRAIRIE_AUK_TP155_SO_0070 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668134 PRAIRIE_AUK_TP160_SO_0075 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668135 PRAIRIE_AUK_TP170_SO_0100 4 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668557 PRAIRIE_AUK_TP164_SO_0070 3 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668558 PRAIRIE_AUK_TP164_SO_0130 5 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668559 PRAIRIE_AUK_TP184_SO_0030 2 SOIL Amosite Amosite present in bundles Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:702:1668560 PRAIRIE_AUK_TP106_SO_0100 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668561 PRAIRIE_AUK_TP116_SO_0130 3 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668562 PRAIRIE_AUK_TP117_SO_0300 8 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668563 PRAIRIE_AUK_TP118_SO_0120 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668564 PRAIRIE_AUK_TP127_SO_0030 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668565 PRAIRIE_AUK_TP127A_SO_0280 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668566 PRAIRIE_AUK_TP140_SO_0100 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668567 PRAIRIE_AUK_TP141_SO_0200 4 SOIL U/S U/S U/S
R-2020-0318-FFM-Phase II ESA.PDF:702:1668568 PRAIRIE_AUK_TP142_SO_0090 3 SOIL U/S U/S U/S
R-2020-0318-FFM-Phase II ESA.PDF:702:1668569 PRAIRIE_AUK_TP142_SO_0150 4 SOIL U/S U/S U/S
R-2020-0318-FFM-Phase II ESA.PDF:702:1668570 PRAIRIE_AUK_TP143_SO_0080 3 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668571 PRAIRIE_AUK_TP143_SO_0160 6 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668572 PRAIRIE_AUK_TP151_SO_0120 5 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668657 PRAIRIE_AUK_TP139_SO_0110 4 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:702:1668869 PRAIRIE_AUK_TP144_SO_0080 3 SOIL Chrysotile Bundles of Chrysotile fibres Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:703:1669251 PRAIRIE_AUK_TP112_SO_0210 7 SOIL NAD none Lee Kerridge
R-2020-0318-FFM-Phase II ESA.PDF:703:1670142 PRAIRIE_AUK_TP194A_SO_0140 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:703:1670143 PRAIRIE_AUK_TP196A_SO_0140 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:703:1670144 PRAIRIE_AUK_TP201_SO_0360 1 SOIL NAD none Joanne Luscombe
R-2020-0318-FFM-Phase II ESA.PDF:703:1670502 PRAIRIE_AUK_TP193_SO_0080 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:703:1675450 PRAIRIE_AUK_BH101_SO_0300 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:703:1675451 PRAIRIE_AUK_BH107_SO_0300 1 SOIL NAD none Keith Wilson
R-2020-0318-FFM-Phase II ESA.PDF:704: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:705: Soil Samples
R-2020-0318-FFM-Phase II ESA.PDF:705: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:706: Soil Samples
R-2020-0318-FFM-Phase II ESA.PDF:706: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:707: Soil Samples
R-2020-0318-FFM-Phase II ESA.PDF:707: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:708: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:709: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:710: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:711: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:712: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:713: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:714: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:715: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:716: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:717: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:718: Sample Type SOIL SOIL
R-2020-0318-FFM-Phase II ESA.PDF:719: Sample Type SOIL
R-2020-0318-FFM-Phase II ESA.PDF:720: 130 1.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:720: 180 1.80 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:720: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:720: 220 2.20 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:720: 150 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:720: 250 2.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:720: 550 5.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:720: 080 0.80 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 080 0.80 SOIL Conductivity (7 days), VOC (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 180 1.80 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 080 0.80 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 550 5.50 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 180 1.80 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 080 0.80 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 100 1.00 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 200 2.00 SOIL Conductivity (7 days), VOC (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 130 1.30 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:720: 250 2.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:720: 190 1.90 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 060 0.60 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 430 4.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 050 0.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 50 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 20 1.20 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 30 1.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 05 0.05 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 90 0.90 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: O_0000 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 090 0.90 SOIL Conductivity (7 days), VOC (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:721: 150 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 080 0.80 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 160 1.60 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 090 0.90 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:721: 060 0.60 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:721: 300 3.00 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:721: 140 1.40 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 200 2.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 060 0.60 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:721: 090 0.90 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 160 1.60 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 0130 1.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 0030 0.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 170 1.70 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 030 0.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 120 1.20 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 130 1.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 080 0.80 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 290 2.90 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 250 2.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 150 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 250 2.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 0030 0.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 0330 3.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 0140 1.40 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 150 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 060 0.60 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:722: 0110 1.10 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 300 3.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 260 2.60 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 090 0.90 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 210 2.10 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 150 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 130 1.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 080 0.80 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 0100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 200 2.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 045 0.45 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 120 1.20 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 075 0.75 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 070 0.70 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 300 3.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 300 3.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 200 2.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 150 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:723: 150 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 150 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 250 2.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 050 0.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 200 2.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 110 1.10 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 085 0.85 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 070 0.70 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 075 0.75 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 070 0.70 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:724: 130 1.30 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:724: 030 0.30 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:724: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 130 1.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 300 3.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 120 1.20 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 030 0.30 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 0280 2.80 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 100 1.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 200 2.00 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 090 0.90 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 150 1.50 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 080 0.80 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:724: 160 1.60 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:725: 120 1.20 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:725: 110 1.10 SOIL Conductivity (7 days)
R-2020-0318-FFM-Phase II ESA.PDF:725: 080 0.80 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:725: 210 2.10 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:725: 0140 1.40 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:725: 0140 1.40 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:725: 360 3.60 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:725: 080 0.80 SOIL
R-2020-0318-FFM-Phase II ESA.PDF:726: 300 3.00 SOIL BTEX (14 days), Sulphur (free) (7
R-2020-0318-FFM-Phase II ESA.PDF:726: 300 3.00 SOIL BTEX (14 days), Sulphur (free) (7
R-2020-0318-FFM-Phase II ESA.PDF:727:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0318-FFM-Phase II ESA.PDF:727:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0318-FFM-Phase II ESA.PDF:730:GQRA – Summary of Soil Screen
R-2020-0318-FFM-Phase II ESA.PDF:731:Table E1: Soil GAC Protective of Human Health
R-2020-0318-FFM-Phase II ESA.PDF:731: Elements present naturally in soil with typically low toxicity
R-2020-0318-FFM-Phase II ESA.PDF:732:Table E2: Soil GAC Protective of Human Health
R-2020-0318-FFM-Phase II ESA.PDF:732: Elements present naturally in soil with typically low toxicity
R-2020-0318-FFM-Phase II ESA.PDF:733:Table F3: Soil GAC Protective of Human Health
R-2020-0318-FFM-Phase II ESA.PDF:733: Elements present naturally in soil with typically low toxicity
R-2020-0318-FFM-Phase II ESA.PDF:734:GQRA – Summary of Soil Leachate Screen
R-2020-0318-FFM-officer report.pdf:8:site won and imported clean cover soils will be placed under a controlled
R-2020-0318-FFM-officer report.pdf:10:(amosite) detected in soils and further exceedances against UK Drinking
R-2020-0318-FFM-officer report.pdf:12:remediation of the site through the digging down and processing of the soils
R-2020-0318-FFM-officer report.pdf:14:asbestos (amosite) detected in soils and further exceedances against UK
R-2020-0318-FFM-officer report.pdf:15:potential for contaminated soil or accidental pollution to enter either the Holme
R-2020-0318-FFM-officer report.pdf:20:to support notable invertebrate species. The majority of soils within the
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:5: Soil Sampling ………………………………………………………………………………………………………… 27
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:8: Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:10: slag was not the dominant constituent although often still present within the soil matrix.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:11:Asbestos in Soils
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:13: Figure 4 – Soil Exceedances
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:13:Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples from
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:13: Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:13: arsenic, cyanide, and selected PAH, originated from shallow soils across the site.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:17:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:17: Soils that require off-site disposal/treatment (not treatable);
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:17: Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:18:2.12.1.1 Soils
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:18:Concentrations of arsenic, cyanide and PAHs were measured in excess of the GAC in soil, driven by
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:18:Asbestos in shallow soils will require remedial intervention to prevent fibres becoming airborne and
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:20: be present following completion of the DQRA, including NAPL containing soils.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:20: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:23:The top selected technologies for soil in excess of the Human Health risk-based screening targets
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:23: Soils in excess of Human Health screening targets and NAPL impacted soil
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:23: Capping in situ Soils in excess of Human Health screening targets.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:23: Stabilisation / Soils in excess of Human Health screening targets and NAPL impacted soil
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:23: Soils in excess of Human Health screening targets and NAPL impacted soil
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:24: Excavation and Soils in excess of Human Health screening targets and NAPL impacted soil
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25:to breakdown contaminants through co-metabolisation as an energy source. The soil piles are placed
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25:and to also facilitate the collection of contaminated liquids from the soil. Amendments can be introduced
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25:and the materials are routinely turned to aerate, homogenises and break up the soils. A geomembrane
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25:cover is required to prevent the soil from becoming saturated by rain. Once successfully treated the
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: soil sorting process can be put in place which will remove active sources (e.g. solid or liquid
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: Remediation rates could be enhanced using low thermal enhancement through the soil piles,
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: Soil sampling can also be conducted to verify residual concentrations in soil during treatment.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: Treatment of the soil piles could take a reasonable amount of time depending on concentrations
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: of contaminants present, organic nature of soil and reduction in contaminant mass required
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: operatives and remediation workers. Excavation and soil sorting of material will create a Health
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: A water treatment / containment system is required to capture leachate / fluids within the soil
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:26: Capping will address asbestos identified in the shallow unsaturated soils;
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:26: Would not permit soils impacted with NAPL to be reused without further treatment;
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:27: Excess moisture content in soils to be treated will increase costs and treatment timeframe,
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:27: operatives and remediation workers. Excavation and soil sorting of material will create a Health
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:27: Soil excavation will address all the asbestos identified in the shallow unsaturated soils;
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:27: Excavation and off-site disposal of impacted soils to landfill will involve significant vehicle and
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:29:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:31: Treatment of soils impacted with NAPL in line with recommended processes identified within
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:31: Segregation of soils with ACM for treatment and reuse;
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:31: Remediation of soils impacted with contaminants above target levels through capping of
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:32:In addition to the risk assessment, an MMP will be required detailing where soils where excavated from,
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:33: Soil Sampling
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:33:sections, soils shall be collected from each subsection and homogenised in order to create the
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:36: Ensure that concentrations of asbestos Composite soil samples do not exceed the
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:36: within soils within the uppermost 0.1m of Remediation Criteria. Samples collected at
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:36: Composite soil samples do not exceed the
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:36: Ensure that soils remaining in-situ do not One sample per 25 linear metres of
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:36: Soil samples collected at a frequency of
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37: Composite soil samples collected at a
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37:7.3.8.1 Management of Contaminated Soils
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37:should comprise placement of protective cover layers in areas, where contaminants in soils are
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37: Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37:Where soils are visibly impacted with NAPL or onsite screening / testing indicated the presence of NAPL
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37:to control potential dust generation. Soils containing asbestos in excess of the reuse criteria will not be
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37:subject to mechanical screening where free fibres have been detected or are suspected. All soils
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37:containing asbestos will be managed by maintaining mist sprays to keep the soils wet whilst handled
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:38:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:38:below the reuse threshold soils may be reused as infill to excavation voids at depths below 0.6 m of
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:41:Connector the engineering design for the new route will need to consider the condition of soil and or
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:43: Field screening / onsite analysis of soil samples;
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:43: On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:43: Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2020-0318-FFM-EA R_2020_0318_FFM 20 August 2020 OFFICIAL_.pdf:5:Contaminated soil that is (or must be) disposed of is waste. Therefore, its
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:34: Catchment elements on site. Soil testing is
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:34: Explorer the soil.
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:35: 2,4- High Soil testing is recommended to identify
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:36: construction phase. Soil testing is
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:47: Soil and water testing would be advised to generate
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:47: Soil and water testing would be advised to generate
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:52: This can be managed with soil and water testing, monitoring
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:70: evidence of soil
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12: pathways within groundwater and soil. This assessment has considered the existing baseline with regard
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: of the soils.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17: remobilisation of any existing contaminants present in the shallow soils.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18:9.91. The Exploration Associates (2002) report suggests precautions may be required should soils be moved
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: from site or should workers come into contact with contaminated soil
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:2:14.4. The assessment of contaminated soils in the UK follows a risk-based approach and is structured in a
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:22: Ground. Elevated copper and zinc identified within soils. Ground gas monitoring identified
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:22: • Exploration Associated, 2002: 9 soil samples analysed, elevated copper, zinc, boron, lead and TPH
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24: potential for widespread soil and groundwater contamination to be present and earthworks have the
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24: onsite (generated from Made Ground soils or organic soils beneath the Site)and offsite sources (nearby
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24: Groundworkers should be made aware of the possibility of encountering contaminated soils and
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24: the risk of exposure to potentially contaminated soils, dust, ACMs, vapour, ground gases and
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24:14.84. In the event of exposing soils and stockpiling demolition and construction waste arisings (including
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:25: any contaminated stockpiled soils have the potential to be windblown and settle in the ditch due to
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:26:14.92. As such, dermal contact and ingestion or inhalation of contaminated soils is not considered a likely
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:26:14.93. Consequently, in the absence of mitigation, the potential for long-term exposure to contaminated soils
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:26: ground gas (generated from Made Ground soils or organic soils beneath the Site) and volatile
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:27:14.101. Areas of soft landscaping within the Proposed Development would be constructed using clean soils
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:28: and Flood Risk. The effects of soils contamination have the potential to cause surface water and
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:29: Ground would likely be classified as either ‘hazardous’ or ‘non-hazardous’. The natural soils would be
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:29: statements, detailing the requirements for internal soil movements, placement and importation of
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:32: and will minimise further leaching/mobilisation of residual soil and groundwater contamination located
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 12 - Noise.pdf:2: from, or being adversely affected by, unacceptable levels of soil, air, water or noise pollution
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 8 - Ecology.pdf:8: a) protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils (in a
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 8 - Ecology.pdf:8: being adversely affected by, unacceptable levels of soil, air, water or noise pollution or land instability.
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:2:15.8. The construction works on site would represent a low risk to dust soiling and human health effects.
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:5:15.32. During the construction phase demolition rubble and excavated soils will be generated. Sustainable
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:7: minimise further leaching/mobilisation of residual soil and groundwater contamination located at depth
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:87: from, or being adversely affected by unacceptable levels of soil, air, water or noise pollution or land
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:9:Page Section Soil chemistry On site 0-50m 50-250m 250-500m 500-2000m
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:9:126 20.1 BGS Estimated Background Soil Chemistry 7 1 - - -
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:9:126 20.2 BGS Estimated Urban Soil Chemistry 0 0 - - -
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:9:127 20.3 BGS Measured Urban Soil Chemistry 0 0 - - -
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:65:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:65: leaching soils and the absence of low permeability superficial deposits.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:65: leaching soils and/or the presence of superficial deposits characterised by a low permeability.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:66: ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:93:physical geography and soil properties. It should be noted that the categories for the grading of agricultural
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:113:The potential hazard presented by soils that absorb water when wet (making them swell), and lose water as
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:113:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:128: 20 Soil chemistry
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:128:20.1 BGS Estimated Background Soil Chemistry
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:128:collected at a sample density of approximately 1 per 2 km2. In areas where rural soil samples are not available,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:128:converted to soil-equivalent concentrations prior to the estimation.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:128:20.2 BGS Estimated Urban Soil Chemistry
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:129:20.3 BGS Measured Urban Soil Chemistry
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:10:being put at unacceptable risk from, or being adversely affected by, unacceptable levels of soil, air,
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:23:shallow Made Ground is described as soil, clay, slag, brick fill and rubble overlying silty clay and
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:24:shown in Figure 4.1. No environmental soil or groundwater samples were obtained or analysed.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:26:During the investigation soil samples were taken and submitted for analysis. The results were
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:26:soils be moved from site or should workers come into contact with contaminated soils.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:30:be able to transmit pollution to grounwater easily. Soils transmit leachate easily and superfical
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:38: Site users: commercial/industrial Dermal contact, ingestion and/or inhalation of soil, soil
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:38: Offsite users: commercial/industrial sites. Dermal contact, ingestion and/or inhalation of soil dusts
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:39: Controlled Waters: Tees Estuary (including SSSI Leaching from soils and lateral migration of contamination
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:39: Controlled Waters: Secondary Aquifers (Tidal Flat Leaching of soils and NAPL and vertical migration in the
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:39: Onsite buildings and services Direct contact with soil and groundwater
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 7 - Air Quality.pdf:12: asked. This should include regular dust soiling checks of surfaces such as street furniture, cars and
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:3: harming the environment, and in particular without risk to water, air, soil, plants or animals, without
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:7: • Excavated soil associated with foundation excavation and trenching for services;
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:8: Excavated soil Construction Small On-site reuse and re-profiling. Off-site
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:10:11.36. Excavated soils associated with the site clearance and construction works will be the dominant and most
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:10: segregated appropriately (e.g., contaminated soils will not be mixed with uncontaminated soils).
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:14: excavated soils and off-site recycling or
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:15:and clayey soils of coastal flats with naturally high groundwater. Shallow groundwater is likely to be in
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:20: Soil Type Infiltration Coefficient (mm/hr)
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:26: not possible due to soil conditions, attenuated and discharged at very low rates of flow to the
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:30: Cranfield 2013 Soilscapes (England) Mapping http://www.landis.org.uk/soilscapes/
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 E. PRA Methodology.pdf:2:involves conveyance via soil, water or air.
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:8:associated with ground preparation and temporary storage of soils and its final use in the
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:4: Table 7.3: Sensitivity of the Area to Dust Soiling Effects on People and Property 79
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:4: Table 7.4: Sensitivity of the Area to Dust Soiling Effects on People and Property 80
R-2023-0291-ESM-PN 0291.pdf:2: The area is therefore considered to be of low sensitivity to dust soiling. The
R-2023-0291-ESM-PN 0291.pdf:2:dust soiling and human health effects. However, with the proposed mitigation
R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement.pdf:7: ii. the use of natural resources, in particular soil, land, water and biodiversity; and
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:11: a low risk to dust soiling and human health effects. However, with the proposed mitigation measures
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:15:8.3. During construction, the largest waste stream will be surplus excavated soil/soils not suitable for reuse;
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:20: will minimise further leaching/mobilisation of residual soil and groundwater contamination located at
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: land including slag sulphate and inhalation of soil and contamination, and the remediation mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: and rubble) cyanide). Organics soil dusts. status of site is unknown. However, the gravel cover or soft landscaped
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: (PAH, TPH, VOCs site is mostly hardstanding with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: inhalation of soil and contamination, and the remediation mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: soil dusts. status of site is unknown. However, the gravel cover or soft landscaped
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: site is mostly hardstanding or with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: Controlled Waters: Leaching from soils Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: Controlled Waters: Leaching from soils Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: Onsite buildings and Direct contact with soil Medium Likely Moderate Medium Likely Moderate
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: Asbestos Site users: Inhalation of soil, soil Severe Low Moderate/Low Severe Unlikely Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: Offsite users: Inhalation of soil, soil Severe Unlikely Moderate/Low Severe Unlikely Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: the oil loading sulphate and inhalation of soil, soil phase hydrocarbons in groundwater on mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: railway land) (PAH, TPH, VOCs contamination which have not been with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: inhalation of soil and hydrocarbon contamination of shallow mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: soil dusts. Made Ground and groundwater within gravel cover or soft landscaped
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: the site. However, the site is mostly with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: Controlled Waters: Leaching from soils Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: Controlled Waters: Leaching from soils Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: Asbestos Site users: Inhalation of soil, soil Severe Low Moderate Severe Unlikely Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: mostly hardstanding and vegetated. with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: Offsite users: Inhalation of soil, soil Severe Unlikely Moderate/Low Severe Unlikely Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: mostly hardstanding and vegetated. with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: inhalation of soil, soil is known therefore contamination is mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: mostly hardstanding or vegetated and with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: inhalation of soil and is known therefore contamination is mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: soil dusts. potentially present. However, the site is gravel cover or soft landscaped
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: mostly hardstanding or vegetated and with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: Controlled Waters: Leaching from soils Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: SSSI and SPA) – leach from soils and structures and where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: Controlled Waters: Leaching from soils Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: sulphate and inhalation of soil, soil yards is a potential source of mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: (PAH, TPH, VOCs mostly hardstanding or vegetated and with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: inhalation of soil and yards is a potential source of mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: soil dusts. contamination. gravel cover or soft landscaped
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: Controlled Waters: Leaching from soils Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: Controlled Waters: Leaching from soils Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: Asbestos Site users: Inhalation of soil, soil Severe Low Moderate Severe Unlikely Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: Offsite users: Inhalation of soil, soil Severe Unlikely Moderate/Low Severe Unlikely Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: container storage Organics (PAH, inhalation of soil, soil throughout its history and is unlikely to mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: SVOCs). PCBs. previous land uses. with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: inhalation of soil and throughout its history and is unlikely to mostly buildings, hardstanding,
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: soil dusts. have been as significant a source as gravel cover or soft landscaped
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: previous land uses. with imported soils.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: Controlled Waters: Leaching from soils Medium Unlikely Low Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: Controlled Waters: Leaching from soils Medium Unlikely Low Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: Organics (PAH, inhalation of soil, soil hardstanding therefore the only viable use contact with contaminated
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: Onsite buildings and Direct contact with soil Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: Asbestos Site users: Inhalation of soil, soil Severe Unlikely Moderate/Low Severe Unlikely Moderate
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: sulphate and inhalation of soil, soil completely hardstanding therefore the use direct contact is considered
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: Onsite buildings and Direct contact with soil Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: including slag Organics (PAH, inhalation of soil, soil contact with groundwater that has use direct contact is considered
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: Onsite buildings and Direct contact with soil Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: Asbestos Site users: Inhalation of soil, soil Severe Unlikely Moderate/Low Severe Unlikely Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: Organics (PAH, inhalation of soil, soil contact with groundwater that has use direct contact is considered
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: Onsite buildings and Direct contact with soil Medium Likely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: Asbestos Site users: Inhalation of soil, soil Severe Unlikely Moderate Medium Low Moderate/Low
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:5: • Potentially dusty soil type 10,000m2 • Soil type with large grain size
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:5: (e.g., clay • Moderately dusty soil (e.g., sand)
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:5: Sensitivity Human Health Dust Soiling Ecological
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:6: for PM10 (a) affected by dust soiling.
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:6: • Examples include office and dust soiling important plant species
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:6:7.21. The sensitivity of the area to dust soiling and health impacts is dependent on the number of receptors
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:7: for determining the overall sensitivity of the area to dust soiling and health impacts, respectively. Table
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:7: Table 7.3: Sensitivity of the Area to Dust Soiling Effects on People and Property
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:8: Table 7.4: Sensitivity of the Area to Dust Soiling Effects on People and Property
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:21: unacceptable risk from, or being adversely affected by, unacceptable levels of soil, air, water or noise
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:25: to be of low sensitivity to dust soiling. The background PM10 concentration in the vicinity of the Site is
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:25: entrance, the sensitivity of the area to impacts on dust soiling and human health from trackout is
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:27: Source Impact Magnitude Human Health Risk Dust Soiling Risk
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:42:7.155. Overall, the Site is considered to be a low risk of dust soiling and human health effects from particulate
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:43: receptors. The construction works on site would represent a low risk to dust soiling and human health
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:4:removal and/or treatment of contaminated soils and the removal of redundant structures within the
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:4:proposed development site to prepare the area for future developments. Soils stored in other areas
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:15:and road safety any HGV leaving the item will be appropriately covered to avoid soiling of the
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:14:5.11.2 As there is a potential for odour from contaminated soils the site management team will carry
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:32:This will include the removal and/or treatment of contaminated soils and the
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:32:the area for future developments. Soils stored in other areas of the STDC site may
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:33:• Removal and replacement of contaminated soils to a depth of up to 2.5 meters
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:33:• Where materials such as scrap metals or highly contaminated soils can not be
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:36:movement of earth and storage of soils, there is the potential that soils from the
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:40:and northern moors where the soil is less free draining. On the western, southern
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:40:and central moors where the soil is free draining, the site contains the Annex I
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:44:the STDC site14. As soils from one of these six locations may be transported and
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:44:storage or use of materials. The potential impacts from storage or use of soils in
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:45:During remediation, there is the potential for contaminated soil or accidental
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:51:from soil storage in other areas of the STDC and use of other soils from STDC
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:52:removing much of the contamination that is currently present within the soils.
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:53:During remediation, there is the potential for contaminated soil or accidental
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:53:potential for contaminated soil or accidental pollution entering these watercourses
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:54: • the decontamination of surrounding soils to ensure highly contaminated
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:54: soils are removed in proximity to the culverts prior to the daylighting
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:69:This will include the removal and/or treatment of contaminated soils and the
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:69:the area for future developments. Soils stored in other areas of the STDC site may
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:70:• Removal and replacement of contaminated soils to a depth of up to 2.5 metres
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:70:• Where materials such as scrap metals or highly contaminated soils can not be
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:100:support notable invertebrate species. The majority of soils within the proposed
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:109:potential for contaminated soil or accidental pollution to enter either the Holme
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:110:this information, as much of the soils within the area are too compacted to qualify
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:111:site primarily consists of compacted soils and/or hard standing land, likely limited
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:117: Cleveland Coast Cross Connector and/or soils from construction work the Teesmouth and Cleveland Coast SPA Phasing plan effects.
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:117: Teesmouth and Pollution of Holme Beck, Dust, water or contaminated soils Potential impact to qualifying species CEMP No significant residual
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:137: 1. Known history of disturbance at the site or evidence that soil has been
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:138:has developed a very thin layer of soil so that the surface may be loose but with
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:138:Infrastructure, construction or other purpose, currently unvegetated, but the soil
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:4: 3.7.4 Storage of soil, materials and waste ……………………………………………………………………………………. 15
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:16:3.7.4 Storage of soil, materials and waste
R-2022-0746-CD-406263 response.pdf:2:Best and most versatile agricultural land and soils
R-2022-0746-CD-406263 response.pdf:2:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable Use
R-2022-0746-CD-406263 response.pdf:2:of Soils on Construction Sites, and we recommend its use in the design and construction of development,
R-2022-0746-CD-406263 response.pdf:2:including any planning conditions. For mineral working and landfilling separate guidance on soil protection
R-2022-0746-CD-406263 response.pdf:2:for site restoration and aftercare is available on Gov.uk website. Detailed guidance on soil handling for
R-2022-0746-CD-406263 response.pdf:2:mineral sites is contained in the Institute of Quarrying Good Practice Guide for Handling Soils in Mineral
R-2022-0746-CD-406263 response.pdf:2:Should the development proceed, we advise that the developer uses an appropriately experienced soil
R-2022-0746-CD-406263 response.pdf:2:specialist to advise on, and supervise soil handling, including identifying when soils are dry enough to be
R-2022-0746-CD-406263 response.pdf:2:handled and how to make the best use of soils on site.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:5: Soil Sampling ………………………………………………………………………………………………………… 19
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:5: Management of Contaminated Soils …………………………………………………………………………. 23
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:8: Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:12: present within the soil matrix.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:13: Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:13: originated from shallow soils across the site.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:15:Asbestos in Soils
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:15:(GAC) in soil, driven by direct contact exposure and dust inhalation. These will need to be considered
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:17:Arcadis 2021a, Arcadis 2021c, and Enviros 2004 identified evidence of NAPL on soils in the following
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:17: SBA_AUK_TP116 (1.8 – 4.0m bgl) Made Ground Viscous tar noted within soil matrix
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:20:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:21: Soils that require off-site disposal/treatment (not treatable);
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:21: Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:22: completion of ongoing ground investigation, including NAPL containing soils.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:22: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:23: Treatment of soils impacted with NAPL in order to make them suitable for reuse.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:23: Segregation of soils with ACM for treatment and reuse.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:23: Remediation of soils impacted with contaminants above target levels through capping of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:25: Soil Sampling
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:25:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: Composite soil samples do not exceed the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: within soils within the uppermost 0.1m of the following frequency
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: Composite soil samples do not exceed the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: Ensure that soils remaining in-situ do not One sample per stratum or at 1.0m
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: Composite soil samples do not exceed the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: within soils within the uppermost 0.1m of the following frequency
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: with NAPL Composite soil samples do not exceed the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: Ensure that soils remaining in-situ do not Remediation Criteria. Samples collected at
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:29: Soil samples collected at a frequency of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:29: Composite soil samples collected at a
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:29: Management of Contaminated Soils
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:30:This should comprise placement of protective cover layers in areas where contaminants in soils are
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:30: Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:30:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:30:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:30: Soil Washing;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:30:Where soils are visibly impacted with NAPL or onsite screening / testing indicates the presence of NAPL
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:31:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:31:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:31:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:35: Field screening / onsite analysis of soil samples;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:35: On completion of excavations, contaminant concentrations within remaining in situ soil meets
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:35: Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:4: Previous Environmental were measured exceeding the GAC in soil for the protection of human health. It was
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: diffuse soil source associated with Made Ground and slag.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: Leaching of CoC from soil into groundwater
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:11:ground preparation and temporary storage of soils and its final use in the remediation and preparation of land
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:12: Enviros, 2004. Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13: Soil logging and sampling from 14 additional trial pits in the SBCO area, to a target depth of 4.5m bgl
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13: Soil logging and sampling;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13: Soil logging and sampling;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13: Soil logging and sampling;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13: Soil logging and sampling;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:16: soil matrix.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:16:Concentrations of contaminants in soil from the greater depths of the Made Ground and from the Tidal Flat
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:Criteria (GAC) in soil. Concentrations of contaminants were not measured above the GAC derived for the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:removal of soils. Further human health assessment has therefore not been undertaken at this stage.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18:within the soil and groundwater. The source of the impacts in BH2025 is not known as is speculated to
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18: Made Ground Source from across the site – considered to comprise a single diffuse soil source
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21: Inhalation or ingestion of dust comprising contaminated soils, including asbestos fibres, in indoor or
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21: Dermal contact with contaminated soils.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21: Inhalation of vapours in indoor or outdoor air arising from contaminated soils.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21:The pathway of leaching of CoC from impacted soils and migration into groundwater is potentially active due
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:22: Leaching of CoC from soil into groundwater.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:23:historical maps to have been built around 1965 and is known to have impacted underlying soil and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:from approximately 0.4m to 2.0m. Soil impacts from the greater depths of the Made Ground and from the Tidal
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:Saturated soil and leachate samples are considered useful for assessing where contaminant mass is stored,
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:groundwater. As such, saturated soil and leachate samples have not been included in the discussion below.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:For the purpose of assessment, unsaturated soils have been defined as those above 6m bgl based on the site
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:25:noted in saturated soils.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:25:Within SBB, viscous tar was noted in unsaturated soils from SBB_AUK_TP114, located in the north of the site
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:25:site and within saturated soils where sheen, and odour were noted at base of the Made Ground. Within the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:25:4.2.3.2 Soil
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:26:unsaturated soils sample (187 samples out of 222 total soil samples analysed from sum TPH) reported at less
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:26:site, with the majority less than 10mg/kg and 67 out of 222 unsaturated soil samples measured at less than
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:26:As such, the presence of PAH and TPH in soil is considered to predominately be a diffuse source associated
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:26:unsaturated soils at isolated locations. A maximum measured concentration of 0.43mg/kg was measured of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:28:Similarly to soils, there are some locations which show higher concentrations than others, however no
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:In unsaturated soil, in most cases, no significant spatial distribution trends have been identified, suggesting
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:The highest hydrocarbon concentrations in soil were measured from around the SBCO area, including the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:concentrations in soils in this area were saturated, suggesting that they relate to a groundwater source rather
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:in the same area as the highest saturated soil impacts. The highest groundwater contaminant concentrations
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29: Made Ground Source from across the site – considered to comprise a single diffuse soil source
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:31:on the soil log descriptions from the site. Evidence from tidal loggers also showed limited variation for
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:48: SBC_AUK_BH109 SBC_AUK_TP153 CONCENTRATION IN UNSATURATED SOIL
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:48: SBA_AUK_TP105 IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:49: SBC_AUK_TP157 SBC_AUK_TP154 SBC_AUK_BH109 CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:49: SBA_AUK_TP105 IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:50: SBC_AUK_TP153 CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:50: SBA_AUK_TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:51: CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:51: SBA_AUK_TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:52: ! CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:52: CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:53: CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:53: SBA_AUK_TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:54: ( CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:54: SBA_AUK_TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:55: CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:55: CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:56: ! CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:56: CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:57: CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:57: CONCENTRATIONS IN SOILL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:97:7 This report has been prepared based on the officer, sampling or analyses of soil, ground water,
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100:(m/day) Soil (-) Soil
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100: 5000 Hydraulic Conductivity (m/day) Soil
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100: Level 3 Soil SSAC (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100: 1600 (-) Soil
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:104:compliance, then back-calculating to determine the contaminant level which is acceptable beneath the site in soils
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:4: Previous Environmental were measured exceeding the GAC in soil for the protection of human health. It was
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: diffuse soil source associated with Made Ground and slag.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: Leaching of CoC from soil into groundwater
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:11:ground preparation and temporary storage of soils and its final use in the remediation and preparation of land
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:12: Enviros, 2004. Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13: Soil logging and sampling from 14 additional trial pits in the SBCO area, to a target depth of 4.5m bgl
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13: Soil logging and sampling;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13: Soil logging and sampling;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13: Soil logging and sampling;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13: Soil logging and sampling;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16: soil matrix.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16:Concentrations of contaminants in soil from the greater depths of the Made Ground and from the Tidal Flat
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:Criteria (GAC) in soil. Concentrations of contaminants were not measured above the GAC derived for the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:removal of soils. Further human health assessment has therefore not been undertaken at this stage.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18:within the soil and groundwater. The source of the impacts in BH2025 is not known as is speculated to
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18: Made Ground Source from across the site – considered to comprise a single diffuse soil source
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21: Inhalation or ingestion of dust comprising contaminated soils, including asbestos fibres, in indoor or
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21: Dermal contact with contaminated soils.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21: Inhalation of vapours in indoor or outdoor air arising from contaminated soils.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21:The pathway of leaching of CoC from impacted soils and migration into groundwater is potentially active due
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:22: Leaching of CoC from soil into groundwater.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:23:historical maps to have been built around 1965 and is known to have impacted underlying soil and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:from approximately 0.4m to 2.0m. Soil impacts from the greater depths of the Made Ground and from the Tidal
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:Saturated soil and leachate samples are considered useful for assessing where contaminant mass is stored,
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:groundwater. As such, saturated soil and leachate samples have not been included in the discussion below.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:For the purpose of assessment, unsaturated soils have been defined as those above 6m bgl based on the site
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:25:noted in saturated soils.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:25:Within SBB, viscous tar was noted in unsaturated soils from SBB_AUK_TP114, located in the north of the site
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:25:site and within saturated soils where sheen, and odour were noted at base of the Made Ground. Within the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:25:4.2.3.2 Soil
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:26:unsaturated soils sample (187 samples out of 222 total soil samples analysed from sum TPH) reported at less
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:26:site, with the majority less than 10mg/kg and 67 out of 222 unsaturated soil samples measured at less than
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:26:As such, the presence of PAH and TPH in soil is considered to predominately be a diffuse source associated
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:26:unsaturated soils at isolated locations. A maximum measured concentration of 0.43mg/kg was measured of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:28:Similarly to soils, there are some locations which show higher concentrations than others, however no
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:In unsaturated soil, in most cases, no significant spatial distribution trends have been identified, suggesting
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:The highest hydrocarbon concentrations in soil were measured from around the SBCO area, including the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:concentrations in soils in this area were saturated, suggesting that they relate to a groundwater source rather
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:in the same area as the highest saturated soil impacts. The highest groundwater contaminant concentrations
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29: Made Ground Source from across the site – considered to comprise a single diffuse soil source
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:31:on the soil log descriptions from the site. Evidence from tidal loggers also showed limited variation for
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:48: SBC_AUK_BH109 SBC_AUK_TP153 CONCENTRATION IN UNSATURATED SOIL
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:48: SBA_AUK_TP105 IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:49: SBC_AUK_TP157 SBC_AUK_TP154 SBC_AUK_BH109 CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:49: SBA_AUK_TP105 IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:50: SBC_AUK_TP153 CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:50: SBA_AUK_TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:51: CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:51: SBA_AUK_TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:52: ! CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:52: CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:53: CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:53: SBA_AUK_TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:54: ( CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:54: SBA_AUK_TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:55: CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:55: CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:56: ! CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:56: CONCENTRATIONS IN SOIL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:57: CONCENTRATION IN UNSATURATED SOIL FROM
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:57: CONCENTRATIONS IN SOILL (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:97:7 This report has been prepared based on the officer, sampling or analyses of soil, ground water,
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100:(m/day) Soil (-) Soil
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100: 5000 Hydraulic Conductivity (m/day) Soil
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100: Level 3 Soil SSAC (mg/kg)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100: 1600 (-) Soil
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:104:compliance, then back-calculating to determine the contaminant level which is acceptable beneath the site in soils
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 2).pdf:2: Soil Source
R-2022-0096-CD-con land.pdf:2:Criteria (GAC) in soil, however the DQRA suggests that in relation to human health,
R-2022-0096-CD-con land.pdf:2:measured in excess of the Generic Assessment Criteria (GAC) in soil, driven by
R-2022-0096-CD-con land.pdf:2:(PAHs) were measured exceeding the GAC in soil for the protection of human health.
R-2022-0096-CD-COMPLIANCE OFFICER REPORT.pdf:2:Criteria (GAC) in soil, however the DQRA suggests that in relation to human
R-2022-0096-CD-COMPLIANCE OFFICER REPORT.pdf:2:PAHs measured in excess of the Generic Assessment Criteria (GAC) in soil, driven
R-2022-0096-CD-COMPLIANCE OFFICER REPORT.pdf:3:(PAHs) were measured exceeding the GAC in soil for the protection of human
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:2: Soil Source
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:3: Soil Source
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:12: Methods of Test for Soils for Civil Engineering Purposes
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:12: BS EN ISO 14688-1:2018 & 14688-2:2018 Identification and Classification of Soil
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:12:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:12:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:14:Representative samples of soil and rock were obtained from the boreholes and trial pits and were taken to
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:20:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:21:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:21:Legend A graphical representation of the materials encountered using BS 5930 recommended symbols for soil and rock.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:21:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:21:Description Engineering description of each individual soil or rock type follows recommendations outlined in the current BS 5930 with
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:24:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS5930.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:25:ES Environmental soil sample.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:25:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:27: Soils
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:27:Note: Composite soil types will be
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:12:GQRA – Summary of Soil Screen
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:13:Table E1: Soil GAC Protective of Human Health
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:14:Table E1: Soil GAC Protective of Human Health
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:15:Table E1: Soil GAC Protective of Human Health
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:15: Elements present naturally in soil with typically low toxicity
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:16:Table E2: Soil GAC Protective of Human Health
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:18:Table E3: Soil GAC Protective of Human Health
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 4.pdf:6: Apparent Resistivity of Soil No BS 1377 Part 9
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 4.pdf:6: Redox Potential of Soil No BS 1377 Part 9
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 4.pdf:6: Determination of the Soil Infiltration Rate for No BRE Digest
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:6: Description One Soil sample.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:13:1932446 PRA-BK-34-S1 1 9.77 SOIL NAD none Keith Wilson
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:14:1932446 PRA-BK-34-S1 9.77 SOIL 04/11/21 GJ 250ml, GJ 60ml x2, PT 1L
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:14:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:14:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:24: Description 5 Soil samples.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:32:1914426 S3_TPA_TP110 7 1.60 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:32:1914427 S3_TPA_TP102A 3 0.60 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:32:1914428 S3_TPA_TP104 3 0.40 SOIL Chrysotile small bundle of Chrysotile fibres Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:32:1914429 S3_TPA_TP110 4 0.30 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:32:1914430 S3_TPA_TP104 6 1.70 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:33:1914426 S3_TPA_TP110 1.60 SOIL 27/09/21 GJ 250ml x2, GJ 60ml x2, PT 500ml Sulphur (free) (7 days), pH + Conductivity (7 days)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:33:1914427 S3_TPA_TP102A 0.60 SOIL 27/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:33:1914428 S3_TPA_TP104 0.40 SOIL 27/09/21 GJ 250ml x2, GJ 60ml x2, PT 500ml Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:33:1914429 S3_TPA_TP110 0.30 SOIL 27/09/21 GJ 250ml x2, GJ 60ml x2, PT 500ml Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:33:1914430 S3_TPA_TP104 1.70 SOIL 27/09/21 GJ 250ml x2, GJ 60ml, PT 500ml x2 Sulphur (free) (7 days), pH + Conductivity (7 days)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:33:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:33:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:36: Description 10 Soil samples.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914415 S3_TPA_TP108 3 0.60 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914416 S3_TPA_TP107 6 0.90 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914417 S3_TPA_TP107 3 0.40 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914418 S3_TPA_TP109 3 0.30 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914419 S3_TPA_TP103 3 0.40 SOIL Chrysotile small bundle of Chrysotile fibres Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914420 S3_TPA_TP105 3 0.30 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914421 S3_TPA_TP105 6 1.20 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914422 S3_TPA_TP106 3 0.40 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914423 S3_TPA_TP101 3 0.20 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:47:1914424 S3_TPA_TP101 6 1.10 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914415 S3_TPA_TP108 0.60 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914416 S3_TPA_TP107 0.90 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Sulphur (free) (7 days), pH + Conductivity (7 days)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914417 S3_TPA_TP107 0.40 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914418 S3_TPA_TP109 0.30 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914419 S3_TPA_TP103 0.40 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914420 S3_TPA_TP105 0.30 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 500ml Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914421 S3_TPA_TP105 1.20 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 500ml Sulphur (free) (7 days), pH + Conductivity (7 days)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914422 S3_TPA_TP106 0.40 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 500ml Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914423 S3_TPA_TP101 0.20 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days), Sulphur (free) (7 days), pH +
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:1914424 S3_TPA_TP101 1.10 SOIL 24/09/21 GJ 250ml x2, GJ 60ml x2, PT 500ml Sulphur (free) (7 days), pH + Conductivity (7 days)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:48:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:51: Description 6 Soil samples.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:62:1911128 S3_BHA04 3 0.40 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:62:1911130 S3_TPA_TP111 3 0.30 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:62:1911131 S3_BHA03 3 0.30 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:62:1911132 S3_TPA_TP102 3 0.40 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:62:1911133 S3_BHA03 13 4.80 SOIL NAD none Colin Patrick
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:63:1911128 S3_BHA04 0.40 SOIL 22/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:63:1911129 S3_BHA04 1.40 SOIL 22/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:63:1911130 S3_TPA_TP111 0.30 SOIL 22/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:63:1911131 S3_BHA03 0.30 SOIL 23/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2 Ammonia (3 days)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:63:1911132 S3_TPA_TP102 0.40 SOIL 23/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:63:1911133 S3_BHA03 4.80 SOIL 23/09/21 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:63:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:63:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:66:for soils and waters, which provides greater assurance to all parties of the reliability of
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:66:continuing quality of analysis. These schemes cover soil, water and fuel analysis and the schemes
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: BS1377:1990 – Soils for Civil Engineering Purposes
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: The preparation and pre-treatment of potentially contaminated soils prior to chemical
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: This method outlines the procedure used to describe soil samples with respect to basic type, predominant colour
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: DETSC 1002 Description of Soil Sample Type BS 5930:Section 6:1999 n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: This method outlines the procedure used to determine the Stone and Glass/Metal/Plastic content of soil samples.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: DETSC 1003 Stone and Glass / Metal / Plastic Content of Soil 0.10% Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: DETSC 1004 Natural Moisture Content / Loss on Drying of Soil BS 1377: Part 2:1990 0.10% Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: DETSC 1005 Soil Crushing In-house Method n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: Soil samples are weighed to predefined tolerances into batches in preparation for extraction and analysis by
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: DETSC 1006 Soil Weighing In-house Method n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:72: Batches of soil prepared as per DETSC 1006 – Soil Weighing are scanned to create LIMS worksheets for
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: Quantification of asbestos in soils, loose aggregates and PCOM analysis. The analysis may be affected by the client’s requirements as determined by contract review,
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: asbestos in soils and loose aggregates. HSE Contract Research Report N0. 83/1996.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: Respirable Fibres in Soil and Dust n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: The procedure is based upon Walkley and Black’s method. Organic matter in soil is oxidised with potassium
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: DETSC 2002 Organic matter content of soil BS1377 : Part 1 : 1990 0.10% MCERTS(Soils)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: Soil is ignited at 440C and the amount of sample lost on ignition is determined gravimetrically. Other specified
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: The sulphate in the soil is dissolved in dilute hydrochloric acid, or in an aqueous extract having a water:soil ratio
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: Sulphate and Total Sulphur Content of Soil, of 2:1 and the insoluble residue is removed by filtration. Waters are also filtered prior to analysis. The sulphate in
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: The carbonate present in the soil reacts with a known excess of hydrochloric acid liberating carbon dioxide. The BS 1377: Part 1: 1990
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: DETSC 2005 Carbonate content of soil by Rapid Titration acid remaining after the reaction is determined by titration against sodium hydroxide. The result is calculated in 1% UKAS
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: Chloride in the soil is extracted in deionised water and the insoluble material is removed by filtration. Water BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01%
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: Water Soluble Chloride Content of Soil & Chloride
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:73: DETSC 2007 Acid Soluble Chloride Content of Soil and Concrete BS1377: Part 1: 1990 0.01% UKAS
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: The pH value of a soil suspension in water or a groundwater sample is determined electrometrically using a glass BS1377: Part 3: 1990 – Soils for Civil Engineering Purposes – Chemical and
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: DETSC 2008 pH Value of Soil and Water n/a
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: The electrical conductance of a soil suspension in water or of a water sample is determined by voltammetry using Standard Methods for the Examination of water and Wastewater Part 2510B 21st
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: a conductivity meter. In some cases, the soil may need to be extracted with an aqueous solution of an inorganic Edition 2005 APHA, AWWA, WEF
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: DETSC 2009 Electrical Conductivity of Soil & Water 1uS/cm UKAS
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: salt e.g. the conductivity of topsoil is determined by preparing a suspension of the soil in saturated calcium
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: DETSC 2013 Gravimetric Carbonate Content of Soils 0.10% Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: DETSC 2016 Redox Potential of Soil and Water Encyclopaedia of Soils in the Environment 2005 – Redox Potential n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: sample and a direct reading in millivolts is given on the meter attached to the redox probe. Soils are analysed by
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: preparation of a 2:1 water to soil sludge.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:74: DETSC 2017 Salinity of Soils and Waters by Calculation The conductivity of the sample is measured in µS/cm and from this result the salinity is calculated. n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:75: Dried, ground soil is transferred to a dry, tared measuring cylinder and the volume recorded. The cylinder and its
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:75: DETSC 2019 Loose Packed Dry Soil Density BS3882:2007 Specification for Topsoil n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:75: contents are then weighed and the density of the soil calculated.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:75: liberated sulphide in soils and similar matrices (2010) - Blue Book 228 Method D -
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:75: Soils: 10mg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:75: DETSC 2024 Sulphide in Soil and Water by Iodometry Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:76: DETSC 2039 Cation Exchange Capacity of Soil quantity of Mg2+ ions adsorbed (i.e. the CEC value) is determined by loss from magnesium sulphate solution methodologies and preparation of standard materials for laboratory analysis. 1 meq/100g Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:76: Formaldehyde in soil is extracted in water, with a water to soil ratio of 10:1. The insoluble residue is removed by
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:76: filtration prior to analysis. Waters are filtered prior to analysis to remove any particulates in suspension. Soil: 0.2mg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:76: Liquid samples and aqueous soil extracts are filtered through a 0.22μm syringe filter prior to analysis. The filtered
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:76: samples are injected into an Ion Chromatograph. The anions of interest are separated on the basis of their affinity Soil: 1.0 mg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:76: Anions in Water and Aqueous Soil Extracts by Ion Standard Methods for the Examination of Water and Wastewater Section 4110 21st
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:76: DETSC 2066 Gypsum Content of Soil by Acetone Precipitation The precipitate is separated out using a centrifuge then re-dissolved in water. The conductivity of the resulting TBC Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: ANC is a measure of the buffering capacity of soils and other waste materials. The analysis measures the amount
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: Acid Neutralisation Capacity of Soils and Other of acid required to bring the sample to a fixed pH. The initial pH of the sample extract must be measured before
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: The sulphate and magnesium in the soil are extracted in an aqueous extract having water: soil ratio of 2:1 and the
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: Extract of Soil by ICP-OES determined by Inductively Coupled Plasma Optical Emission Spectroscopy (ICP-OES). The wavelengths used for
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: Soil samples are treated with phosphoric acid to expel any inorganic carbonates. The samples are then heated at
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: DETSC 2119 Exchangeable Ammonia in Soil 0.5mg/kg MCERTS(Soils)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: ammonia content of the distillate is then determined colorimetrically either using the UV/vis spectrophotometer or Soil: 0.01%
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: DETSC 2121 Total Kjeldahl Nitrogen Content of Soils and Waters the Konelab 60i. Ammonia reacts with hypochlorite ions generated by the alkaline hydrolysis of sodium Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: Boron in soil is extracted in boiling saline water. Waters are filtered prior to analysis to remove any particulates in
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: and managing potential contamination on former gasworks and associated sites (Part I) Soil: 0.2mg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:77: DETSC 2123 Water Soluble Boron in Soil & Boron in Water (Version 3) Method 17.12 MCERTS(Soils)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:78: Soils mg/kg:
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:78: Water samples are filtered through a 0.45μm syringe filter and solid samples are extracted with 1M caustic soda Phenol=0.3 Soils: MCERTS
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:78: Soils further 2 hours. Excess acid is then titrated with sodium hydroxide solution, and from this result the neutralisation
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:78: lost during normal sample preparation procedures. Samples are treated with sulphuric acid and a mixture of Fluoride in Waters, Effluents, Sludges, Plants and Soils 1982 (HMSO Publication
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:78: DETSC 2142 Acid Soluble Fluoride in Soils and Sludges 1mg/kg Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:78: DETSC 2143 Partition Coefficient of Soil (Kd Value) a known concentration in the sample and then mixed for a further 48 hours. Analysis is then performed on the TBC Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:78: The dried and crushed sample is treated with sodium acetate to produce acetic acid. The acid produced is titrated BS EN 16502: 2014 – Test method for the determination of the degree of soil acidity
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:78: DETSC 2144 Baumann-Gully Acidity in Soils TBC Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:79: Hexavalent Chromium in Soil by Colourimetric
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:80: Metals in soils and associated materials are extracted by boiling in a mixture of hydrochloric and nitric acids. The As, Be Cu =0.2, Ba=1.5, Cd=0.1, UKAS (all listed)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:80: Metals in Soil by ICP-OES As, Standard Methods for the Examination of Water and Wastewater Part 3120 B – 21st
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:80: spectroscopy (ICP-OES). Pb=0.3, Fe=12, Se=0.5, V=0.8, Ni, MCERTS (All soils listed except Fe)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:80: DETSC 2304 Zinc Equivalent in Soil (By Calculation) In-house Method n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:80: Dried and crushed soil samples are digested on a temperature controlled hotblock with hydrogen peroxide and
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:80: Extractable metals in soil are extracted by shaking the soil in 1M Ammonium Nitrate for 30 minutes. The BS 3882:2015 - Specification for topsoil.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:80: Extractable Magnesium and Potassium in Soil by ICP-
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:80: Extractable phosphorus in soil is extracted by shaking the soil in 0.5M Sodium Hydrogen Carbonate for 30 BS 3882:2015 - Specification for topsoil.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:80: DETSC 2310 Extractable Phosphorus in Soil by ICP-MS minutes. The concentration of phosphorus extracted is determined by Inductively Coupled Plasma Optical n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: DETSC 2311 Water Soluble Boron in Soil by ICP-OES The analysis of Agricultural materials MAFF/ADAS – reference book 427 HMSO 0.20mg/kg Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: Sulphur compounds in soil are extracted using aqua regia and the insoluble residue is removed by filtration. The
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: DETSC 2320 Total Sulphur in Soil and Aggregate by ICP-OES 0.01%
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: The sulphate in the soil is extracted in dilute hydrochloric acid and the insoluble residue is removed by filtration.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: Total Sulphate Content of Soil and Aggregate by ICP- The filtrate is made up to volume and the concentration of sulphate in the filtrate is determined by Inductively
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: Sulphur compounds in soil are extracted using aqua regia and the insoluble residue is removed by filtration. The
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: DETSC 2322 The sulphate in the soil is extracted in dilute hydrochloric acid and the insoluble residue is removed by filtration. 0.01% Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: The mercury is extracted from soil in aqua regia with gentle refluxing. The extract is filtered to remove
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: DETSC 2325 Mercury in Soil Atomic Fluorescence Spectroscopy particulates and diluted to volume. Treatment with tin (II) chloride reduces mercury (II) to mercury (0) vapour PSA Method – Millennium Merlin Method for Mercury in Sludge, Soils and Sediments 0.05 mg/kg MCERTS(Soils)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: Soils are air-dried and crushed before being subjected to hotblock extraction. Waters and aqueous samples are Soil: 100µg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: Soils, waters and aqueous samples are tested on an as-received bases. A known quantity of sample is extracted Soil: 0.6µg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: Bioaccessibility Assay for Lead in Soil.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:81: DETSC 2400 Unified Barge Bioaccessible Metals in Soils Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: BS 7755 – Soil Quality; Section 5.4: Determination of particle size distribution in
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: mineral soil material – Method by sieving and sedimentation
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: breaking down any soil aggregates into the component sand/clay/silt particles. The sample is then wet-sieved
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: DETSC 2502 Particle Size Distribution of Topsoils BS 1377 – Soils for civil engineering purposes; Part 2: Classification tests n/a Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: Simplified Method for Soil Particle-Size determination to Accompany Soil-Quality
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: Analyses – Kettler, Doran & Gilbert, American Journal of Soil Science May/June 2001
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: Soil samples are extracted with a water-immiscible solvent and filtered to remove the water. The solvent is
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: DETSC 3001 Solvent Extractable Matter in Soil 40mg/kg Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: Soils are extracted in dichloromethane (DCM) by sonication. The elemental sulphur concentration is determined
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: National Grid Property Holdings Limited, Methods for the Collection and Analysis of Soil: 0.75mg/kg Soil: MCERTS
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: DETSC 3049 Elemental Sulphur in Soils and Waters by HPLC Samples from National Grid Sites, Version 1, September 2006. Section 3.12 Soil
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: column and a mobile phase composed of 95% methanol and 5% water. Waters and aqueous extracts of soils are
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: Soil mg/kg:
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: Aliphatic and aromatic petroleum hydrocarbons (C10-C35) are extracted from soil and water using n-Hexane. The AL10-12 =1.5, AL12-16 =1.2, AL16-
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: National Grid Property Holdings Limited, Methods for the Collection and Analysis of Soil: MCERTS(C10-C35 only)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: DETSC 3072 Aliphatic / Aromatic TPH by GC-FID Samples from National Grid Sites, Version 1, September 2006. Section 3.12 Soil
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: Soils and associated materials are extracted in dichloromethane (DCM) using sonication. The PAH concentration
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: DETSC 3301 PAH in Soil by GC-FID UKAS (16 PAH's only)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: Soils are extracted into hexane: acetone by shaking. The PAH concentration is recorded both as “Total PAH” and
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: DETSC 3302 Hexane / Acetone Extracted PAH in Soil by GC-FID Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: The PAHs in the soil sample are extracted into hexane: acetone by shaking. The PAHs in the extract are separated UKAS (All 16 PAH's)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:82: DETSC 3303 Polyaromatic Hydrocarbons in Soils by GC-MS Semivolatile Organic Compounds by Gas Chromatography – Mass Spectrometry
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: Soil: 10 mg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: USEPA Method 3550C – Ultrasonic Extraction. Soil: MCERTS
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: Extractable Petroleum Hydrocarbons (EPH) in Soil, gas chromatography/flame ionisation detection (GC-FID) analysis using a 1:1 mixture of diesel and mineral oil as
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: DETSC 3312 Hexane Extractable Petroleum Hydrocarbons (HPH) USEPA Method 8015B – Non-Halogenated Organics Using GC/FID Soil: 5 mg/kg Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: BTEX, MTBE and PRO in soils are determined via Headspace GC-FID. Individual aromatic compounds are MCERTS(Soils)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: DETSC 3321 BTEX, MTBE & PRO in Soils by Headspace GC-FID quantified by external calibration against known standards. PRO range is banded using alkane markers to define EPA Methods 5021 and 8015D 0.01 mg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: BTEX, MTBE and PRO in soils are determined via Headspace GC-FID. Individual aromatic compounds are
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: An as-received soil sample is extracted in Hexane:Acetone (1:2) using sonication methodology. The sample is PCB 28=1.25 PCB 52=1.12 PCB
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: DETSC 3401 PCBs in Soils by GC-MS separated by gas chromatography and identified by mass selective detector. Quantification is carried out within EPA Method 8082 - Polychlorinated Biphenyls (PCBs) by Gas Chromatography. 101=1.32 PCB 118=1.43 PCB MCERTS(Soils)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: Soil: 0.2mg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: Organotin compounds are extracted from soil and liquid samples by shaking with hexane. The extract is
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: DETSC 3421 Organotin Compounds in Soils and Waters by GCMS TBC Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: The method covers the range of volatile organic compounds with boiling points up to 220°C. Soil samples in salty
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: Volatile Organic Compounds in Soils by Headspace USEPA Method 8260B, Volatile Organic Compounds by Gas Chromatography/Mass
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: The SVOCs in the soil sample are extracted into DCM: Acetone by shaking. The SVOCs in the extract are
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:83: DETSC 3433 Semi-Volatile Organic Compounds in Soils by GCMS Semi volatile Organic Compounds by Gas Chromatography – Mass Spectrometry Individual SVOCs: 0.1 mg/kg UKAS
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:84: DETSC 3447 Acid Herbicides in Soils by LCMSMS EPA Method 615 35ug/kg UKAS
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:84: Phenol and British Gas Phenols in Soils and Waters Phenol Soils0.01mg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:84: DETSC 3451 with DCM evaporated to dryness under nitrogen and re-dissolved in DCM. Soils and associated materials are TBC Not Accredited
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:84: British Gas Phenol Soils0.5mg/kg
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:84: aqueous matrices. Neat oil samples, oil samples diluted in dichloromethane (DCM), DCM extract from soil
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:85: DETSC 5008 Calorific Value of Soil material is calculated making any necessary corrections for heat generation not associated with the combusting ISO 19208. 1MJ/kg UKAS
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf:85: Mercury in Coal, SRF and Biomass by Atomic PSA Method – Millennium Merlin Method for Mercury in Sludge, Soils and
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:4: GQRA – Summary of Soil Screen
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:6:gathered from shallow soils around the outside of the former Torpedo Ladle Repair Shop (TLRS).
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:8: within Made Ground resting on lower permeability natural soils. Groundwater is present
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:8: • Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:9: found to compose between 0 to 50% of the soil matrix at all
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:10: still present within the soil matrix.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:12:Elevated concentrations of TPH (>1,000mg/kg) were identified in shallow Made Ground soils at S3_TPA_TP111
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:13:Elevated concentrations of VOC, SVOC, PCBs or phenolics were not measured in any of the soil samples.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:14:Organic Material in Soils
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:15: • Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active,
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:15: • During potential re-development works, sub-surface soils could be exposed at the surface due to
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:15: and ingestion in relation to soil would be considered active.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:15: • Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:19:Assessment of risks associated with contamination measured in soil, groundwater and soil gas have been
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:19:4.2.1 Selection of Soil GAC
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:19: A. Vapour inhalation of indoor and outdoor air from volatile contaminants in soils, (potential CoC in-
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:19: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic com-
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:20:Soil organic matter (SOM) recorded in 20 soil samples obtained from site ranged from 0.5 to 4.7% SOM, how-
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:20:The selected human health GAC for soil are presented in Appendix E.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:20:4.2.2 Soil Quality Screening
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:20:Contaminant concentrations in soil samples have been compared to the GAC presented in Appendix E.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:21:screening criteria were recorded below the MDL in soil samples.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:21:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:21:4.2.3 Asbestos in Soil
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:21:A total of 21 soil samples were screened by polarised light microscopy in accordance with HSG248 for the
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:21:The presence of quantifiable levels of asbestos in soil warrants further consideration. Asbestos in shallow soils
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:21:4.2.4 Qualitative Risk Assessment for Substances in Soil without GACs
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:21:criteria were measured in soil at concentrations above MDL.
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:21:Of these aluminium, iron, magnesium, manganese, sulphate and sulphur are present naturally in soil and some
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:21:wastes are incorporated into soil due to the site’s former use, particularly manganese and iron. However,
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:Of the 22no. samples taken, 1no soil sample showed exceedance of the GAC protective of human health for
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:Asbestos fibres were identified in 2no. soil samples. Asbestos is potentially hazardous when inhaled therefore
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:pollutant linkage D (inhalation of dust) is considered potentially active as surface soils may become airborne
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and hydrocarbons
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:Concentrations of mid and heavy end petroleum hydrocarbons in 2no. of the soil samples (not including PRA-
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:31:Samples taken from subsurface soils were screened against GAC protective of a future commercial / industrial
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:31:end use (considered protective of off-site residents). All contaminants tested within subsurface soils were
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:31:recorded below the relevant GAC, indicating that the risk posed to human health from subsurface soils via
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:31:as minimising handling of asbestos-contaminated soils, damping down and appropriate Personal Protective
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:31:Although soil containing more than 0.1% m/m asbestos has not been identified on site, if such materials were
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:32:Elevated concentrations of hydrocarbon compounds in excess of UK WIR have been identified within soil, this
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:32: shallow soils should be carried out prior to redevelopment to quantify ground gas risk on the site in the
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:32: tional data collection completed to verify if soil can be managed sufficiently to avoid the need for such pipe
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:5: Soil Sampling ………………………………………………………………………………………………………… 14
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:5: Management of Contaminated Soils …………………………………………………………………………. 18
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:8: • Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:10: often still present within the soil matrix.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:10: • Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:10: originated from shallow soils across the site.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:11:Asbestos in Soils
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:11:Ground investigations have not identified asbestos in soils at the site, however asbestos containing
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:12:in excess of the Generic Assessment Criteria (GAC) in soil, driven by direct contact exposure and dust
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:13:a nuisance including contaminated soil or plant material from any waste you transfer to spread into the
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:15:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:16: • Soils that require off-site disposal/treatment (not treatable);
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:16: • Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:17: completion of ongoing ground investigation, including NAPL containing soils.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:17:• Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:18: • Treatment of soils impacted with NAPL (if present) in order to make them suitable for reuse.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:18: • Segregation of soils with ACM (if present) for treatment and reuse.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:18: • Remediation of soils impacted with contaminants above target levels through capping of
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:20: Soil Sampling
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:20:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: Composite soil samples do not exceed the
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: within soils within the uppermost 0.1m of the following frequency
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: Composite soil samples do not exceed the
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: Ensure that soils remaining in-situ do not • One sample per stratum or at 1.0m
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: Composite soil samples do not exceed the
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: within soils within the uppermost 0.1m of the following frequency
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: with NAPL Composite soil samples do not exceed the
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: Ensure that soils remaining in-situ do not Remediation Criteria. Samples collected at
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:24: Soil samples collected at a frequency of
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:24: Composite soil samples collected at a
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:24: Management of Contaminated Soils
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:24:This should comprise placement of protective cover layers in areas, where contaminants in soils are
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:25: • Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:25:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:25:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:25: • Soil Washing;
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:25:Where soils are visibly impacted with NAPL or onsite screening / testing indicates the presence of NAPL
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:26:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:26:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:26:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:31: • Field screening / onsite analysis of soil samples;
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:31: • On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:31: • Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: • Leaching of CoC from soil into groundwater
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: • Made Ground from across the site – considered to comprise a single diffuse soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:11:ground preparation and temporary storage of soils and its final use in the remediation and preparation of land
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:12:• Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:13: • Soil logging and sampling;
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:13: • Soil logging and sampling;
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:15: soil matrix.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:15:exceeding the GAC in soil. Concentrations of contaminants were not measured above the GAC derived for
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:15:sheet pile wall. Their report concluded that soils in those wells do not pose an unacceptable risk to future
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:and Secondary B aquifers, respectively. The pathway of leaching of CoC from impacted soils and migration
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:Slag Made Ground (4.03m – 7.18m bgl). Soil impacts from the lower end of the Made Ground and the Tidal
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:• Leaching of CoC from soil into groundwater
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:18:been built around 1965 and is known to have soil and groundwater impacts from the facility operation and
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:19:provided for key CoC exceeding EQS in unsaturated soil and groundwater as Figures 3a-3x (for the purpose
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:19:of drawings, unsaturated soils have been defined as those above 6m bgl based on an average of site data).
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:19:wells to indicate contaminant flow off-site from SBA. Saturated soil and leachate samples are considered useful
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:19:concentrations of CoC in groundwater. As such, saturated soil and leachate samples have not been included
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:19:4.2.3.2 Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:20:As such, the presence of PAH and TPH in soil is considered to predominately be a diffuse source associated
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:In unsaturated soil, in most cases, no significant spatial distribution trends have been identified, suggesting
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:The highest hydrocarbon concentrations measured in soils are associated with saturated soils (also from
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:of the soil impacts being within saturated strata, groundwater data is considered better representative of the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:unsaturated soils. The highest groundwater contaminant concentrations were measured in BH110 adjacent to
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21: • Made Ground from across the site – considered to comprise a single diffuse soil source associated
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:23:that for the underlying natural geology, based on the soil log descriptions from the site. Evidence from tidal
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28:limit for the contaminant. In this case remediation of the soil would be unnecessary to protect water
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:34: IN SOIL (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:35: IN SOIL (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:36: CONCENTRATIONS IN SOIL (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:37: 13 CONCENTRATIONS IN SOIL (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:38: 870 CONCENTRATIONS IN SOIL (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:39: TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:40: TP105 CONCENTRATIONS IN SOIL (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:41: CONCENTRATIONS IN SOIL (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:68: sampling or analyses of soil, ground water, surface water,
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Soil SSAC Sensitivity Testing - Hydraulic Gradient
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73:Hydraulic Conductivity Level 3 Soil 1 150 Hydraulic Gradient
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73:(m/day) Soil SSAC (mg/kg) (-) Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: 0.8 Hydraulic Conductivity (m/day) Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Soil SSAC (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Soil SSAC (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73:Hydraulic Conductivity 30 Level 3 Groundwater (-) Soil 30
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Aquifer Fraction of Level 3 Soil SSAC
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73:Effective Porosity (-) Level 3 Soil 1.2000 55 Organic Carbon (-) Soil (mg/kg) 1.0000 50
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Effective Porosity (-) Soil 53 0.9000 48
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Soil SSAC (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Soil SSAC (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Groundwater Carbon (-) Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74:Aquifer Bulk Density Level 3 Soil Sensitivity Testing - Aquifer Bulk Density Saturated Aquifer Level 3 Soil SSAC Sensitivity Testing - Saturated Aquifer Thickness
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74:(g/cm3) Soil SSAC (mg/kg) 1.000 50 Thickness (m) Soil (mg/kg) 1 50
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: Level 3 Soil SSAC (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: Level 3 Soil SSAC (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: Groundwater Thickness (m) (m) Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:76:Fraction of organic carbon (g oc/g soil) 0.026
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:78: process (Level 1 soils – partitioning, Level 2 soils – dilution, Level 3 soils and groundwater –
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: Soil water partition coefficient Kd 0.00E+00 l/kg Ogata Banks
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: Half life for degradation of contaminant in water t1/2 3.50E+02 days Soil water partition coefficient Kd 1.76E+00 l/kg Distance (m) 17.5 5.71E-01
R-2021-0713-CD-COMPLIANCE OFFICER REPORT.pdf:2:the GAC in soil.
R-2021-0713-CD-COMPLIANCE OFFICER REPORT.pdf:3: diffuse soil source associated with Made Ground and slag.
R-2021-0713-CD-Contam Land.pdf:1:the GAC in soil.
R-2021-0713-CD-Contam Land.pdf:2: diffuse soil source associated with Made Ground and slag.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:4: were measured exceeding the GAC in soil for the protection of human health. It was
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: diffuse soil source associated with Made Ground and slag.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: Leaching of CoC from soil into groundwater
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:11:ground preparation and temporary storage of soils and its final use in the remediation and preparation of land
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:12: Enviros, 2004. Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13: Soil logging and sampling;
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13: Soil logging and sampling;
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13: Soil logging and sampling;
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13: Soil logging and sampling from 14no. trial pits, excavated to a target depth of 4.5m or refusal, or until
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13: Soil logging and sampling;
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16: soil matrix.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16:Concentrations of contaminants in soil from the greater depths of the Made Ground and from the Tidal Flat
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:Criteria (GAC) in soil. Concentrations of contaminants were not measured above the GAC derived for the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:removal of soils. Further human health assessment has therefore not been undertaken at this stage.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18:within the soil and groundwater. The source of the impacts in BH2025 is not known as is speculated to
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18: Made Ground Source from across the site – considered to comprise a single diffuse soil source
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21: Inhalation or ingestion of dust comprising contaminated soils, including asbestos fibres, in indoor or
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21: Dermal contact with contaminated soils
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21: Inhalation of vapours in indoor or outdoor air arising from contaminated soils
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21:The pathway of leaching of CoC from impacted soils and migration into groundwater is potentially active due
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:22: Leaching of CoC from soil into groundwater
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:23:historical maps to have been built around 1965 and is known to have impacted underlying soil and
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:sentinel groundwater wells as Figures 3a-3t. Soil contaminant distribution plots have not been produced as
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:confirmed soil data co-ordinates have not been received for all locations from SBB and SBC at time of writing.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:As such, the discussion of soil data distribution below is generalised by area. Unsaturated soil data for SBA
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:from approximately 0.4m to 2.0m. Soil impacts from the greater depths of the Made Ground and from the Tidal
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:Saturated soil and leachate samples are considered useful for assessing where contaminant mass is stored,
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:groundwater. As such, saturated soil and leachate samples have not been included in the discussion below.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:For the purpose of assessment, unsaturated soils have been defined as those above 6m bgl based on the site
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:25:noted in saturated soils.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:25:Within SBB, viscous tar was noted in unsaturated soils from SBB_AUK_TP114. The four observations of
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:25:NAPL from SBC were at locations from across the site and within saturated soils where sheen, and odour
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:25:4.2.3.2 Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:26:unsaturated soils sample (187 samples out of 222 total soil samples analysed from sum TPH) reported at less
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:26:site, with the majority less than 10mg/kg and 67 out of 222 unsaturated soil samples measured at less than
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:26:As such, the presence of PAH and TPH in soil is considered to predominately be a diffuse source associated
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:26:unsaturated soils at isolated locations. A maximum measured concentration of 0.43mg/kg was measured of
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:27:Similarly to soils, there are some locations which show higher concentrations than others, however no
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:28:In unsaturated soil, in most cases, no significant spatial distribution trends have been identified, suggesting
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:28:The highest hydrocarbon concentrations in soil were measured from around the SBCO area, including the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:28:concentrations in soils in this area were saturated, suggesting that they relate to a groundwater source rather
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:in the same area as the highest saturated soil impacts. The highest groundwater contaminant concentrations
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29: Made Ground Source from across the site – considered to comprise a single diffuse soil source
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:on the soil log descriptions from the site. Evidence from tidal loggers also showed limited variation for
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:77:7 This report has been prepared based on the officer, sampling or analyses of soil, ground water,
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79:(m/day) Soil (-) Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79: 5000 Hydraulic Conductivity (m/day) Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79: Level 3 Soil SSAC (mg/kg)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79: 1600 (-) Soil
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:84:compliance, then back-calculating to determine the contaminant level which is acceptable beneath the site in soils
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:14: 3. Excavation of approx. 275,000m3 of existing soils behind the proposed combi-wall.
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:9: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:9: of soils in front of the proposed quay wall to create the berth pocket.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:12:be present in soils and groundwater within the landward parts of the proposed scheme footprint. This
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:12:scheme boundary and on neighbouring land. Construction activities will disturb soils and groundwater and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:3:3.6 Capital dredging of marine sediments and excavation of soils / landside materials within
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21:3.4.4 Excavation of soils
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21:There would be a requirement for the excavation of approximately 275,000m3 of existing soils behind the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:22:3.6 Capital dredging of marine sediments and excavation of soils /
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:22:estuarine (marine) sediments and excavation of soils / landside materials within the riverbank to create the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:22:3.4.1 and 3.4.2, with further information regarding the excavation of soils / materials in the riverbank
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:24:3.6.2 Volume of soils / landside materials to be excavated
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:24:in order to install the tie rods to the anchor wall. The total volume of soils / landside materials to be excavated
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:25:above, soils / landside materials excavated from the riverbank are proposed to be re-used on site, on the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:25:ground investigations, soils would be disposed of to an appropriately licensed facility.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:27: Excavation of soils in
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:28:fragments or contaminated soil from these plants (and any other INNS which subsequently establishes
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:29:The outline remediation strategy (Wood, 2019) also recommends the testing of soils and materials for re-
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:29:for soils to ensure protection of human health under a commercial land-use scenario. No ‘suitable for use’
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:29:chemical criteria for soils or groundwater (in order to protect controlled waters) are provided. The embedded
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:42: by the project and the regulated activity: population, human health, biodiversity, land, soil, water,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:50: • Land, soil, water, air and climate.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:166:The proposed scheme requires the excavation of soils/landside materials from the riverbank in front of the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:166:proposed new quay wall to create the berth pocket. There is therefore the potential for some of the soils to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:167:facilitate the recovery of soil and groundwater samples for laboratory analysis. The findings of the intrusive
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:169: of biodiversity or geological value and soils (in a impacts and subsequent mitigation
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:169: of soil, air, water or noise pollution or land instability.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174:Direct impact on surface waters Volume of soils to be excavated is approximately There is the potential for earthworks to disturb
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174:Direct impact on human health Volume of excavated soils circa 1,415,000m3. Earthwork required during the construction
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:179: • Soil and Groundwater Baseline Characterisation Study Teesside Works, Factual Report June
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:designation indicates that the soil is easily able to transmit pollution to groundwater, which is characterised
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:by high leaching potential of soils and the absence of low permeability superficial deposits. A medium
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:183:depot. This described Made Ground soils as black and ashy overlying slag cobbles and boulders. Black
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:183:odorous tar was observed in shallow soils within one exploratory hole location within the oil depot boundary.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:183:as ashy Made Ground overlying slag gravels and boulders. Within Made Ground soil samples, there were
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:183:fill to a maximum depth of 13mbgl underlain by Alluvium. Made Ground soil analysis recorded TPH at a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:184:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:184:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:Construction of the proposed scheme will require substantial earthworks with up to 1,415,000m3 of soils
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:undertaken which will comprise intrusive ground investigation works to facilitate the recovery of soil and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187:potentially contaminated soils and demolition materials or by accidental spillage whilst handling, storage or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187:treatment of potentially contaminated water or soils.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187:required to characterise the soils and groundwater within the proposed scheme footprint and assess the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187:Given the historic uses of the site, there is a risk that any contamination present within the on-site soils or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:188:The proposed re-use of excavated soils on-site has the potential to affect the Tees estuary due to leaching
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:188:of any contaminants which may be present. However, soils to be re-used on site will be assessed for their
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:195:quay wall to create the berth pocket will remove both intertidal sediments and landside materials / soils.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:214:(terrestrial) soils that are present will be excavated to the required depth to allow for the creation of the berth
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:257:This habitat type is assumed to be present where a layer of soil covers coal or other substrates. The EP1HS
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:363:or being adversely affected by, unacceptable levels of soil, air, water or noise pollution……”
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:387: during the construction phase have the potential to cause nuisance to, and soiling of, sensitive
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:389: Approximately 275,000m3 of soils would be excavated to install the tie rods
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:389: of soils/landside material would need to be excavated to create the berth
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:391:The sensitivity of human receptors to dust soiling and health effects of particulate matter associated with
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:391:Sensitivity of people to dust soiling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:391: Dust soiling Medium Medium Medium Medium
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:391:Table 18.9 to determine the risk of impacts with no mitigation applied. The risks concluded for dust soiling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:391: Dust soiling High Risk Medium Risk Medium Risk Negligible Risk
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:391:The risk of dust soiling impacts during the construction phase were therefore described as ‘high risk’ for
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:398:“a) protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils (in a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:466:assumed that excavated soils could be re-used on-site or the adjacent SIZ development without requiring
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:467:This would include dredging of marine sediments and excavation of soils / landside material within the river
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:474:resources, in particular land, soil, water and biodiversity, considering as far as possible the sustainable
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:476:that any contamination present within the on-site soils or structures to be demolished could be mobilised
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:497: comprise temporary storage of soils in mounds, for
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:497: ground preparation and temporary storage of soils and its final use Approximately
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:524: • C3 Excavation of soils/landside materials within the riverbank to create the berth pocket to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:528: The potential effect of excavating soil to risk associated with The project would not give
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:529:C3 Excavation of soils/landside materials present in the made ground which could be mobilised during
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:541:Section 8.4.5 highlights a number of potential sources of contamination with the soils in the study area.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:541:scheme footprint (landside) to facilitate the recovery of soil and groundwater samples for laboratory analysis,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:543:There is the possibility that any contamination identified in the soils could be mobilised and discharged into
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:544:control measures required to be implemented for potentially contaminated soils i.e. site characterisation and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:549:in potentially contaminated soils. Effective mitigation measures to ensure contamination is managed and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:566: ground preparation and the temporary storage of soils in mounds, Approximately nature of the ground preparation and storage
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:9: and in particular without risk to water, air, soil, plants or animals, without causing a nuisance through
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:11:Inert waste and soils are proposed to be re-used on site dependent on ground investigation (in the case of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:11:the soils).
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: • Excavation of 1,140,000m3 of soils within the riverbank in order to create the berth pocket. It is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: characterise soils on site prior to excavation to confirm that they are suitable for use.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:16: • Excavation of approximately 275,000m3 of existing soils behind the proposed combi-wall in order to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:Concrete: Soils and landside materials Asbestos:
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:- Three concrete jetties and wharf - Soils and landside materials (made - Possibly in substation, an
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23: structures (approximately ground) – 1,140,000m3 of soils and asbestos demolition survey will be
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23: - Soils – 275,000m3 of soils from behind
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:26:It is anticipated that the excavated soil would be retained on site for reuse as general fill as part of the cut
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:26:and fill balance associated with the construction process. Any excavated soil that is surplus to requirements
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:26:or which does not meet the requirements for it to be ‘suitable for use’ would be sent to a soil conditioning
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:33:recovery, for example to a soil conditioning facility; or beneficial use as restoration material at a local landfill,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:49: 2010 No 11 2010 No 11 for soil <75,000 tpd
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:54: • Seabed / land / soil quality.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:134:Table 5-1: Soil Types to be dredged 51
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:134:Table 5-2: Particle size distribution for dredged soil types 52
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191:Available soil data indicates that it is expected that the dredging material consists of different soil types. A
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191:summary of the expected dredging soil types based on the ground investigation data (Definitive Feasibility
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191:Table 5-1: Soil Types to be dredged
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191: Soil type Stratum Description
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191: Soft soil material gravelly CLAY of low plasticity.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:191: Hard soil material Mercia Mudstone Group -11 and deeper MUDSTONE weak with occasional
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:192:distribution of the two soil types has been adopted as shown in Table 5-2.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:192:Table 5-2: Particle size distribution for dredged soil types
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:193:The sediment will be dredged using two types of dredgers. The soft soil material below a depth of -5mCD
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:193:used to dredge material above this level. The hard soil material will also be dredged by the BHD because
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:194:begin with the BHD removing the soft soil material above a level of -5mCD, followed by the TSHD and the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:194:BHD working in parallel on dredging the soft soil material below the level of -5mCD, and then the BHD will
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:197:This section describes the backhoe dredge and disposal cycle for the different soil types and depth layers.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:249:5.1 Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, 2004
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:252:within on-site soils may also constrain the re-use of excavated materials on site.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:252:It is recommended that an intrusive ground investigation is undertaken to evaluate soil quality and identify
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: • Excavation of 1,140,000m3 of soils within the riverbank to create the berth pocket. It is assumed
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: soils on site prior to excavation;
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: • Excavation of approximately 275,000m3 of existing soils behind the proposed combi-wall in order
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:255: • CORUS UK LTD. (2004) Soil and Groundwater Baseline Characterisation Study Teesside Works,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:5.1 Enviros, Soil and Groundwater Baseline Characterisation Study
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:water sampling and laboratory testing. The soil results were assessed against Soil Guideline Values (SGVs)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:and 3AT6). The exploratory hole logs describes Made Ground soils as black ashy topsoil overlying slag
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:cobbles and boulders to a maximum depth of 6.30m bgl in 3AT2. Laboratory analytical results for soil
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:in Table 3-2. Analytical results for soil samples collected from this location recorded an exceedances of the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:threshold value (1,200mg/lt) was also recorded at 3,690mg/lt in a soil sample collected at 9.5m bgl.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:90,900mg/kg and xylenes at 304mg/kg in a soil sample collected from 3AT1B1 at 0.1m bgl which
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:guideline value of 5,000mg/kg within other soil samples collected from the oil depot.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:slag gravels and boulders. Soil samples collected from six of the trial pits (DBT22 at 3.2m bgl, DBT23 at
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:alkaline pH above pH 10, with the most elevated pH recorded at pH 11.3 in DBT23. A soil sample collected
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:from DBT25 at 3.5m bgl recorded an exceedance of UK Soil Guideline Value (SGV) protective of a
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:Zinc was recorded above the DIV threshold level of 720mg/kg within soil samples collected from five of the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:soil with furnace bricks and slag cobbles. Soil samples at both 0.1m bgl and 4.0m bgl had exceedances for
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:272:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:272:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274: • direct exposure through dermal contact, ingestion or inhalation of soils and dusts; and,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: • inhalation of soil or groundwater derived vapours or ground gases.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: • leaching and dissolution of contaminants from unsaturated soils groundwater;
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: • migration of contaminants in soils during excavation and construction.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:276: Low Risk between Made Ground soils and site users.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:276: soils and dusts the site. The exact construction of the substation is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: soils B Aquifer (Mercia low sensitivity.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: permeation of Moderate to Elevated hydrocarbons on site soils could potentially
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: soils and dusts the creation of the berthing pocket and quay
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: between Made Ground soils and site users.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: soils regarding the Wood 2019 Outline Remediation
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Direct contact and Elevated hydrocarbons on site soils could potentially
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: soils. Inhalation of neighbouring site Medium Low likelihood
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Groundwater: Previous investigations encountered tarry soils within
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: soils
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: soils. Inhalation of neighbouring site Medium Low likelihood
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280:Tanks and pipework to the Groundwater: hydrocarbon contamination in soils (as recorded in
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: soils Pollution of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: soils. Inhalation of neighbouring site Medium Low likelihood
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: soils the former benzole plant) at <49mg/kg (Enviros,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: soils. Inhalation of neighbouring site Medium Low likelihood
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: soils data recorded in previous investigations from this
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: Lateral migration is contamination present in the soils or ground water.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: soils and dusts. Groundwater flow across the adjacent sites is likely
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: Groundwater: site users via direct contact with soils that have
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:Cleveland Borough Council (RCBC)), removal of the South Bank Wharf, the excavation of soils to create a
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:site soils would have excavated from the site with only soils deemed suitable for use (i.e. that do not
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:Where soils remain, these will be covered with crushed stone or hardstanding. Further investigation is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:required to characterise soils on site prior to excavation to enable waste classification or determine whether
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:During construction there is the potential for the disturbance of soils resulting in dust generation and for site
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:workers to come into direct contact with contaminated soils and groundwater. In addition, localised soil and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:groundwater or surface water quality. Further ground investigation is required to evaluate soil and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: imported soils do not have the potential to cause harm to human health or the environment.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:287: 10 Enviros, 2004. Soil and Groundwater Baseline Characterisation Study Teesside Works.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:287: 12 CORUS UK LTD. (2004) Soil and Groundwater Baseline Characterisation Study Teesside
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:3:3.6 Capital dredging of marine sediments and excavation of soils / landside materials within
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21:3.4.4 Excavation of soils
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21:There would be a requirement for the excavation of approximately 275,000m3 of existing soils behind the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:22:3.6 Capital dredging of marine sediments and excavation of soils /
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:22:estuarine (marine) sediments and excavation of soils / landside materials within the riverbank to create the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:22:3.4.1 and 3.4.2, with further information regarding the excavation of soils / materials in the riverbank
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:24:3.6.2 Volume of soils / landside materials to be excavated
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:24:in order to install the tie rods to the anchor wall. The total volume of soils / landside materials to be excavated
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:above, soils / landside materials excavated from the riverbank are proposed to be re-used on site, on the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:ground investigations, soils would be disposed of to an appropriately licensed facility.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:27: Excavation of soils in
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:28:fragments or contaminated soil from these plants (and any other INNS which subsequently establishes
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:29:The outline remediation strategy (Wood, 2019) also recommends the testing of soils and materials for re-
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:29:for soils to ensure protection of human health under a commercial land-use scenario. No ‘suitable for use’
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:29:chemical criteria for soils or groundwater (in order to protect controlled waters) are provided. The embedded
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:42: by the project and the regulated activity: population, human health, biodiversity, land, soil, water,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:50: • Land, soil, water, air and climate.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:166:The proposed scheme requires the excavation of soils/landside materials from the riverbank in front of the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:166:proposed new quay wall to create the berth pocket. There is therefore the potential for some of the soils to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:facilitate the recovery of soil and groundwater samples for laboratory analysis. The findings of the intrusive
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:169: of biodiversity or geological value and soils (in a impacts and subsequent mitigation
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:169: of soil, air, water or noise pollution or land instability.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on surface waters Volume of soils to be excavated is approximately There is the potential for earthworks to disturb
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on human health Volume of excavated soils circa 1,415,000m3. Earthwork required during the construction
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:179: • Soil and Groundwater Baseline Characterisation Study Teesside Works, Factual Report June
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:designation indicates that the soil is easily able to transmit pollution to groundwater, which is characterised
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:by high leaching potential of soils and the absence of low permeability superficial deposits. A medium
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:depot. This described Made Ground soils as black and ashy overlying slag cobbles and boulders. Black
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:odorous tar was observed in shallow soils within one exploratory hole location within the oil depot boundary.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:as ashy Made Ground overlying slag gravels and boulders. Within Made Ground soil samples, there were
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:183:fill to a maximum depth of 13mbgl underlain by Alluvium. Made Ground soil analysis recorded TPH at a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:Construction of the proposed scheme will require substantial earthworks with up to 1,415,000m3 of soils
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:undertaken which will comprise intrusive ground investigation works to facilitate the recovery of soil and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:potentially contaminated soils and demolition materials or by accidental spillage whilst handling, storage or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:treatment of potentially contaminated water or soils.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:required to characterise the soils and groundwater within the proposed scheme footprint and assess the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:Given the historic uses of the site, there is a risk that any contamination present within the on-site soils or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:The proposed re-use of excavated soils on-site has the potential to affect the Tees estuary due to leaching
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:of any contaminants which may be present. However, soils to be re-used on site will be assessed for their
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:195:quay wall to create the berth pocket will remove both intertidal sediments and landside materials / soils.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:214:(terrestrial) soils that are present will be excavated to the required depth to allow for the creation of the berth
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:257:This habitat type is assumed to be present where a layer of soil covers coal or other substrates. The EP1HS
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:363:or being adversely affected by, unacceptable levels of soil, air, water or noise pollution……”
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:387: during the construction phase have the potential to cause nuisance to, and soiling of, sensitive
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:389: Approximately 275,000m3 of soils would be excavated to install the tie rods
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:389: of soils/landside material would need to be excavated to create the berth
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391:The sensitivity of human receptors to dust soiling and health effects of particulate matter associated with
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391:Sensitivity of people to dust soiling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391: Dust soiling Medium Medium Medium Medium
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391:Table 18.9 to determine the risk of impacts with no mitigation applied. The risks concluded for dust soiling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391: Dust soiling High Risk Medium Risk Medium Risk Negligible Risk
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:391:The risk of dust soiling impacts during the construction phase were therefore described as ‘high risk’ for
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:398:“a) protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils (in a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466:assumed that excavated soils could be re-used on-site or the adjacent SIZ development without requiring
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:467:This would include dredging of marine sediments and excavation of soils / landside material within the river
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:474:resources, in particular land, soil, water and biodiversity, considering as far as possible the sustainable
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:476:that any contamination present within the on-site soils or structures to be demolished could be mobilised
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:497: comprise temporary storage of soils in mounds, for
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:497: ground preparation and temporary storage of soils and its final use Approximately
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:524: • C3 Excavation of soils/landside materials within the riverbank to create the berth pocket to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:528: The potential effect of excavating soil to risk associated with The project would not give
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:C3 Excavation of soils/landside materials present in the made ground which could be mobilised during
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:Section 8.4.5 highlights a number of potential sources of contamination with the soils in the study area.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:scheme footprint (landside) to facilitate the recovery of soil and groundwater samples for laboratory analysis,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:There is the possibility that any contamination identified in the soils could be mobilised and discharged into
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544:control measures required to be implemented for potentially contaminated soils i.e. site characterisation and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:in potentially contaminated soils. Effective mitigation measures to ensure contamination is managed and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:566: ground preparation and the temporary storage of soils in mounds, Approximately nature of the ground preparation and storage
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285: Excavation of soils
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285:4.2.6 There would be a requirement for the excavation of approximately 275,000m3 of existing soils
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285:4.2.7 There is also a requirement to excavate soils/landside materials within the riverbank in order to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285: The total volume of soils / landside materials to be excavated to create the berth pocket is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:293:potentially be affected by dust soiling. For locations with a statutory designation, such as a Sites of Specific
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:294: Dust Soiling Effects Health Effects of PM10 Ecological Effects
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:294: the designated features may be affected by dust soiling.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:295:Table A18.3 Sensitivity of the area to dust soiling effects on people and property
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:305:Distance to site boundary: the reserve. Man made landforms support scrub, grassland and bare soil substrates. A wide panoramic scene with vast open skies. Wooded slopes of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:geological, hydrogeological and soil properties within a single square kilometre”.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:Groundwater vulnerability classification is a product of soil type and the underlying geology; however, the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:3:3.6 Capital dredging of marine sediments and excavation of soils / landside materials within
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21:3.4.4 Excavation of soils
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21:There would be a requirement for the excavation of approximately 275,000m3 of existing soils behind the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:22:3.6 Capital dredging of marine sediments and excavation of soils /
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:22:estuarine (marine) sediments and excavation of soils / landside materials within the riverbank to create the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:22:3.4.1 and 3.4.2, with further information regarding the excavation of soils / materials in the riverbank
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:24:3.6.2 Volume of soils / landside materials to be excavated
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:24:in order to install the tie rods to the anchor wall. The total volume of soils / landside materials to be excavated
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:25:above, soils / landside materials excavated from the riverbank are proposed to be re-used on site, on the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:25:ground investigations, soils would be disposed of to an appropriately licensed facility.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:27: Excavation of soils in
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:28:fragments or contaminated soil from these plants (and any other INNS which subsequently establishes
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:29:The outline remediation strategy (Wood, 2019) also recommends the testing of soils and materials for re-
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:29:for soils to ensure protection of human health under a commercial land-use scenario. No ‘suitable for use’
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:29:chemical criteria for soils or groundwater (in order to protect controlled waters) are provided. The embedded
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:42: by the project and the regulated activity: population, human health, biodiversity, land, soil, water,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:50: • Land, soil, water, air and climate.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:166:The proposed scheme requires the excavation of soils/landside materials from the riverbank in front of the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:166:proposed new quay wall to create the berth pocket. There is therefore the potential for some of the soils to
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:167:facilitate the recovery of soil and groundwater samples for laboratory analysis. The findings of the intrusive
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:169: of biodiversity or geological value and soils (in a impacts and subsequent mitigation
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:169: of soil, air, water or noise pollution or land instability.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:174:Direct impact on surface waters Volume of soils to be excavated is approximately There is the potential for earthworks to disturb
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:174:Direct impact on human health Volume of excavated soils circa 1,415,000m3. Earthwork required during the construction
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:179: • Soil and Groundwater Baseline Characterisation Study Teesside Works, Factual Report June
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:designation indicates that the soil is easily able to transmit pollution to groundwater, which is characterised
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:by high leaching potential of soils and the absence of low permeability superficial deposits. A medium
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:183:depot. This described Made Ground soils as black and ashy overlying slag cobbles and boulders. Black
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:183:odorous tar was observed in shallow soils within one exploratory hole location within the oil depot boundary.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:183:as ashy Made Ground overlying slag gravels and boulders. Within Made Ground soil samples, there were
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:183:fill to a maximum depth of 13mbgl underlain by Alluvium. Made Ground soil analysis recorded TPH at a
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:184:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:184:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:Construction of the proposed scheme will require substantial earthworks with up to 1,415,000m3 of soils
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:undertaken which will comprise intrusive ground investigation works to facilitate the recovery of soil and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187:potentially contaminated soils and demolition materials or by accidental spillage whilst handling, storage or
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187:treatment of potentially contaminated water or soils.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187:required to characterise the soils and groundwater within the proposed scheme footprint and assess the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187:Given the historic uses of the site, there is a risk that any contamination present within the on-site soils or
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:188:The proposed re-use of excavated soils on-site has the potential to affect the Tees estuary due to leaching
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:188:of any contaminants which may be present. However, soils to be re-used on site will be assessed for their
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:195:quay wall to create the berth pocket will remove both intertidal sediments and landside materials / soils.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:214:(terrestrial) soils that are present will be excavated to the required depth to allow for the creation of the berth
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:257:This habitat type is assumed to be present where a layer of soil covers coal or other substrates. The EP1HS
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:363:or being adversely affected by, unacceptable levels of soil, air, water or noise pollution……”
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:387: during the construction phase have the potential to cause nuisance to, and soiling of, sensitive
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:389: Approximately 275,000m3 of soils would be excavated to install the tie rods
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:389: of soils/landside material would need to be excavated to create the berth
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:391:The sensitivity of human receptors to dust soiling and health effects of particulate matter associated with
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:391:Sensitivity of people to dust soiling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:391: Dust soiling Medium Medium Medium Medium
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:391:Table 18.9 to determine the risk of impacts with no mitigation applied. The risks concluded for dust soiling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:391: Dust soiling High Risk Medium Risk Medium Risk Negligible Risk
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:391:The risk of dust soiling impacts during the construction phase were therefore described as ‘high risk’ for
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:398:“a) protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils (in a
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:466:assumed that excavated soils could be re-used on-site or the adjacent SIZ development without requiring
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:467:This would include dredging of marine sediments and excavation of soils / landside material within the river
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:474:resources, in particular land, soil, water and biodiversity, considering as far as possible the sustainable
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:476:that any contamination present within the on-site soils or structures to be demolished could be mobilised
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:497: comprise temporary storage of soils in mounds, for
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:497: ground preparation and temporary storage of soils and its final use Approximately
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:524: • C3 Excavation of soils/landside materials within the riverbank to create the berth pocket to be
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:528: The potential effect of excavating soil to risk associated with The project would not give
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:529:C3 Excavation of soils/landside materials present in the made ground which could be mobilised during
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:541:Section 8.4.5 highlights a number of potential sources of contamination with the soils in the study area.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:541:scheme footprint (landside) to facilitate the recovery of soil and groundwater samples for laboratory analysis,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:543:There is the possibility that any contamination identified in the soils could be mobilised and discharged into
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:544:control measures required to be implemented for potentially contaminated soils i.e. site characterisation and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:549:in potentially contaminated soils. Effective mitigation measures to ensure contamination is managed and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:566: ground preparation and the temporary storage of soils in mounds, Approximately nature of the ground preparation and storage
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:9:waste soils are to be correctly assessed and classified prior to import.
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:4: • Seabed / land / soil quality.
R-2020-0371-SCP-323395 R_2020_0371_SCP - Natural England.pdf:2: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
R-2020-0371-SCP-323395 R_2020_0371_SCP - Natural England.pdf:2: development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
R-2020-0684-ESM-EA R_2020_0684_ESM 4 March 2021 OFFICIAL.pdf:3: Details of the control measures to reduce spill of soils during landside excavation.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_5. Approach to the EIA.pdf:1: by the project and the regulated activity: population, human health, biodiversity, land, soil, water,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_5. Approach to the EIA.pdf:9: • Land, soil, water, air and climate.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19: Excavation of soils
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19:4.2.6 There would be a requirement for the excavation of approximately 275,000m3 of existing soils
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19:4.2.7 There is also a requirement to excavate soils/landside materials within the riverbank in order to
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19: The total volume of soils / landside materials to be excavated to create the berth pocket is
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:4: • Seabed / land / soil quality.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:5:quay wall to create the berth pocket will remove both intertidal sediments and landside materials / soils.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:24:(terrestrial) soils that are present will be excavated to the required depth to allow for the creation of the berth
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:9: • Excavation and re-use of approximately 275,000m3 of soils behind the proposed quay wall to
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:9: of soils in front of the proposed quay wall to create the berth pocket.
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:12:be present in soils and groundwater within the landward parts of the proposed scheme footprint. This
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:12:scheme boundary and on neighbouring land. Construction activities will disturb soils and groundwater and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:8: comprise temporary storage of soils in mounds, for
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:8: ground preparation and temporary storage of soils and its final use Approximately
R-2020-0684-ESM-DECISION NOTICE.pdf:2: • Details of the control measures to reduce spill of soils during
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_1. Introduction.pdf:3:3.6 Capital dredging of marine sediments and excavation of soils / landside materials within
R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:7:Distance to site boundary: the reserve. Man made landforms support scrub, grassland and bare soil substrates. A wide panoramic scene with vast open skies. Wooded slopes of
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:4: Seabed / Land / Soil Quality
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:1: of biodiversity or geological value and soils (in a impacts and subsequent mitigation
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:1: of soil, air, water or noise pollution or land instability.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on surface waters Volume of soils to be excavated is approximately There is the potential for earthworks to disturb
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on human health Volume of excavated soils circa 1,415,000m3. Earthwork required during the construction
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:11: • Soil and Groundwater Baseline Characterisation Study Teesside Works, Factual Report June
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:designation indicates that the soil is easily able to transmit pollution to groundwater, which is characterised
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:by high leaching potential of soils and the absence of low permeability superficial deposits. A medium
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:depot. This described Made Ground soils as black and ashy overlying slag cobbles and boulders. Black
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:odorous tar was observed in shallow soils within one exploratory hole location within the oil depot boundary.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:as ashy Made Ground overlying slag gravels and boulders. Within Made Ground soil samples, there were
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:15:fill to a maximum depth of 13mbgl underlain by Alluvium. Made Ground soil analysis recorded TPH at a
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:Construction of the proposed scheme will require substantial earthworks with up to 1,415,000m3 of soils
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:undertaken which will comprise intrusive ground investigation works to facilitate the recovery of soil and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:potentially contaminated soils and demolition materials or by accidental spillage whilst handling, storage or
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:treatment of potentially contaminated water or soils.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:required to characterise the soils and groundwater within the proposed scheme footprint and assess the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:Given the historic uses of the site, there is a risk that any contamination present within the on-site soils or
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:The proposed re-use of excavated soils on-site has the potential to affect the Tees estuary due to leaching
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:of any contaminants which may be present. However, soils to be re-used on site will be assessed for their
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:14:This habitat type is assumed to be present where a layer of soil covers coal or other substrates. The EP1HS
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: excavation of soils / landside materials within the riverbank to create the berth pocket (as the
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: king piles with steel sheet pile infills. All piles would be installed through soils on land; no piling
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:8: and in particular without risk to water, air, soil, plants or animals, without causing a nuisance through
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:10:Inert waste and soils are proposed to be re-used on site dependent on ground investigation (in the case of
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:10:the soils).
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: • Excavation of 1,140,000m3 of soils within the riverbank in order to create the berth pocket. It is
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: characterise soils on site prior to excavation to confirm that they are suitable for use.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:15: • Excavation of approximately 275,000m3 of existing soils behind the proposed combi-wall in order to
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:Concrete: Soils and landside materials Asbestos:
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:- Three concrete jetties and wharf - Soils and landside materials (made - Possibly in substation, an
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22: structures (approximately ground) – 1,140,000m3 of soils and asbestos demolition survey will be
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22: - Soils – 275,000m3 of soils from behind
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:25:It is anticipated that the excavated soil would be retained on site for reuse as general fill as part of the cut
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:25:and fill balance associated with the construction process. Any excavated soil that is surplus to requirements
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:25:or which does not meet the requirements for it to be ‘suitable for use’ would be sent to a soil conditioning
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:32:recovery, for example to a soil conditioning facility; or beneficial use as restoration material at a local landfill,
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:48: 2010 No 11 2010 No 11 for soil <75,000 tpd
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:2:or being adversely affected by, unacceptable levels of soil, air, water or noise pollution……”
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:4:Table 5-1: Soil Types to be dredged 51
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:4:Table 5-2: Particle size distribution for dredged soil types 52
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61:Available soil data indicates that it is expected that the dredging material consists of different soil types. A
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61:summary of the expected dredging soil types based on the ground investigation data (Definitive Feasibility
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61:Table 5-1: Soil Types to be dredged
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61: Soil type Stratum Description
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61: Soft soil material gravelly CLAY of low plasticity.
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:61: Hard soil material Mercia Mudstone Group -11 and deeper MUDSTONE weak with occasional
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:62:distribution of the two soil types has been adopted as shown in Table 5-2.
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:62:Table 5-2: Particle size distribution for dredged soil types
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:63:The sediment will be dredged using two types of dredgers. The soft soil material below a depth of -5mCD
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:63:used to dredge material above this level. The hard soil material will also be dredged by the BHD because
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:64:begin with the BHD removing the soft soil material above a level of -5mCD, followed by the TSHD and the
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:64:BHD working in parallel on dredging the soft soil material below the level of -5mCD, and then the BHD will
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:67:This section describes the backhoe dredge and disposal cycle for the different soil types and depth layers.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7:assumed that excavated soils could be re-used on-site or the adjacent SIZ development without requiring
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:8:This would include dredging of marine sediments and excavation of soils / landside material within the river
R-2020-0684-ESM-Officer Report 0684.pdf:9: Details of the control measures to reduce spill of soils during landside
R-2020-0684-ESM-Officer Report 0684.pdf:14:describes the risk of dust soiling impacts during the construction phase as
R-2020-0684-ESM-Officer Report 0684.pdf:21:the excavation of soils/landside materials from the riverbank in front of the
R-2020-0684-ESM-Officer Report 0684.pdf:24:1,415,000m3 of soils being excavated in order to facilitate the creation of the
R-2020-0684-ESM-Officer Report 0684.pdf:25:The proposed development is to involve the re-use of excavated soils on-site.
R-2020-0684-ESM-Officer Report 0684.pdf:25:The re-use of soils therefore has the potential to affect the Tees estuary due
R-2020-0684-ESM-Officer Report 0684.pdf:25:to leaching of contaminants. Any soils that are to be re-used will however be
R-2020-0684-ESM-Officer Report 0684.pdf:25:comprise intrusive ground investigation works to facilitate the recovery of soil
R-2020-0684-ESM-Officer Report 0684.pdf:26:to characterise the soils and groundwater within the application site and
R-2020-0684-ESM-Officer Report 0684.pdf:67: potential to cause nuisance to, and soiling of, sensitive receptors.
R-2020-0684-ESM-Officer Report 0684.pdf:69:describes the risk of dust soiling impacts during the construction phase as
R-2020-0684-ESM-Officer Report 0684.pdf:90:within on-site soils or structures to be demolished. These risks have the
R-2020-0684-ESM-Officer Report 0684.pdf:98: • Details of the control measures to reduce spill of soils during landside
R-2020-0684-ESM-Appendix 11_Air quality assessment method.pdf:1:potentially be affected by dust soiling. For locations with a statutory designation, such as a Sites of Specific
R-2020-0684-ESM-Appendix 11_Air quality assessment method.pdf:2: Dust Soiling Effects Health Effects of PM10 Ecological Effects
R-2020-0684-ESM-Appendix 11_Air quality assessment method.pdf:2: the designated features may be affected by dust soiling.
R-2020-0684-ESM-Appendix 11_Air quality assessment method.pdf:3:Table A18.3 Sensitivity of the area to dust soiling effects on people and property
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:25:The proposed scheme requires the excavation of soils/landside materials from the riverbank in front of the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:25:proposed new quay wall to create the berth pocket. There is therefore the potential for some of the soils to
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:facilitate the recovery of soil and groundwater samples for laboratory analysis. The findings of the intrusive
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:16: ground preparation and the temporary storage of soils in mounds, Approximately nature of the ground preparation and storage
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:geological, hydrogeological and soil properties within a single square kilometre”.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:Groundwater vulnerability classification is a product of soil type and the underlying geology; however, the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:3: • C3 Excavation of soils/landside materials within the riverbank to create the berth pocket to be
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:7: The potential effect of excavating soil to risk associated with The project would not give
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:C3 Excavation of soils/landside materials present in the made ground which could be mobilised during
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:Section 8.4.5 highlights a number of potential sources of contamination with the soils in the study area.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:scheme footprint (landside) to facilitate the recovery of soil and groundwater samples for laboratory analysis,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:There is the possibility that any contamination identified in the soils could be mobilised and discharged into
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23:control measures required to be implemented for potentially contaminated soils i.e. site characterisation and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:in potentially contaminated soils. Effective mitigation measures to ensure contamination is managed and
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:3:5.1 Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, 2004
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:6:within on-site soils may also constrain the re-use of excavated materials on site.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:6:It is recommended that an intrusive ground investigation is undertaken to evaluate soil quality and identify
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: • Excavation of 1,140,000m3 of soils within the riverbank to create the berth pocket. It is assumed
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: soils on site prior to excavation;
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: • Excavation of approximately 275,000m3 of existing soils behind the proposed combi-wall in order
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:9: • CORUS UK LTD. (2004) Soil and Groundwater Baseline Characterisation Study Teesside Works,
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:5.1 Enviros, Soil and Groundwater Baseline Characterisation Study
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:water sampling and laboratory testing. The soil results were assessed against Soil Guideline Values (SGVs)
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:and 3AT6). The exploratory hole logs describes Made Ground soils as black ashy topsoil overlying slag
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:cobbles and boulders to a maximum depth of 6.30m bgl in 3AT2. Laboratory analytical results for soil
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:in Table 3-2. Analytical results for soil samples collected from this location recorded an exceedances of the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:threshold value (1,200mg/lt) was also recorded at 3,690mg/lt in a soil sample collected at 9.5m bgl.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:90,900mg/kg and xylenes at 304mg/kg in a soil sample collected from 3AT1B1 at 0.1m bgl which
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:guideline value of 5,000mg/kg within other soil samples collected from the oil depot.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:slag gravels and boulders. Soil samples collected from six of the trial pits (DBT22 at 3.2m bgl, DBT23 at
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:alkaline pH above pH 10, with the most elevated pH recorded at pH 11.3 in DBT23. A soil sample collected
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:from DBT25 at 3.5m bgl recorded an exceedance of UK Soil Guideline Value (SGV) protective of a
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:Zinc was recorded above the DIV threshold level of 720mg/kg within soil samples collected from five of the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:soil with furnace bricks and slag cobbles. Soil samples at both 0.1m bgl and 4.0m bgl had exceedances for
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:26:The Wood report provided ‘suitable for use’ chemical criteria for soils, based on generic assessment criteria
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:26:human health under a commercial land use scenario. No ‘suitable for use’ chemical criteria for soils or
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:28: • direct exposure through dermal contact, ingestion or inhalation of soils and dusts; and,
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: • inhalation of soil or groundwater derived vapours or ground gases.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: • leaching and dissolution of contaminants from unsaturated soils groundwater;
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: • migration of contaminants in soils during excavation and construction.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:30: Low Risk between Made Ground soils and site users.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:30: soils and dusts the site. The exact construction of the substation is
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: soils B Aquifer (Mercia low sensitivity.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: permeation of Moderate to Elevated hydrocarbons on site soils could potentially
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: soils and dusts the creation of the berthing pocket and quay
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: between Made Ground soils and site users.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: soils regarding the Wood 2019 Outline Remediation
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Direct contact and Elevated hydrocarbons on site soils could potentially
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: soils. Inhalation of neighbouring site Medium Low likelihood
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Groundwater: Previous investigations encountered tarry soils within
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: soils
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: soils. Inhalation of neighbouring site Medium Low likelihood
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34:Tanks and pipework to the Groundwater: hydrocarbon contamination in soils (as recorded in
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: soils Pollution of
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: soils. Inhalation of neighbouring site Medium Low likelihood
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: soils the former benzole plant) at <49mg/kg (Enviros,
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: soils. Inhalation of neighbouring site Medium Low likelihood
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: soils data recorded in previous investigations from this
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: Lateral migration is contamination present in the soils or ground water.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: soils and dusts. Groundwater flow across the adjacent sites is likely
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: Groundwater: site users via direct contact with soils that have
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:Cleveland Borough Council (RCBC)), removal of the South Bank Wharf, the excavation of soils to create a
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:site soils would have excavated from the site with only soils deemed suitable for use (i.e. that do not
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:Where soils remain, these will be covered with crushed stone or hardstanding. Further investigation is
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:required to characterise soils on site prior to excavation to enable waste classification or determine whether
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:During construction there is the potential for the disturbance of soils resulting in dust generation and for site
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:workers to come into direct contact with contaminated soils and groundwater. In addition, localised soil and
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:groundwater or surface water quality. Further ground investigation is required to evaluate soil and
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: imported soils do not have the potential to cause harm to human health or the environment.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:41: 10 Enviros, 2004. Soil and Groundwater Baseline Characterisation Study Teesside Works.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:41: 12 CORUS UK LTD. (2004) Soil and Groundwater Baseline Characterisation Study Teesside
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: excavation of soils / landside materials within the riverbank to create the berth pocket (as the
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: king piles with steel sheet pile infills. All piles would be installed through soils on land; no piling
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:12:3.19 There would be a requirement for the excavation of approximately 275,000m3 of existing soils
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:28: contamination to be present in soils and groundwater within the landward parts of the proposed
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:28: Construction activities will disturb soils and groundwater and may result in the mobilisation of
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7:3.4.4 Excavation of soils
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7:There would be a requirement for the excavation of approximately 275,000m3 of existing soils behind the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:8:3.6 Capital dredging of marine sediments and excavation of soils /
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:8:estuarine (marine) sediments and excavation of soils / landside materials within the riverbank to create the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:8:3.4.1 and 3.4.2, with further information regarding the excavation of soils / materials in the riverbank
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:10:3.6.2 Volume of soils / landside materials to be excavated
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:10:in order to install the tie rods to the anchor wall. The total volume of soils / landside materials to be excavated
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:above, soils / landside materials excavated from the riverbank are proposed to be re-used on site, on the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:ground investigations, soils would be disposed of to an appropriately licensed facility.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:13: Excavation of soils in
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:14:fragments or contaminated soil from these plants (and any other INNS which subsequently establishes
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:15:The outline remediation strategy (Wood, 2019) also recommends the testing of soils and materials for re-
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:15:for soils to ensure protection of human health under a commercial land-use scenario. No ‘suitable for use’
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:15:chemical criteria for soils or groundwater (in order to protect controlled waters) are provided. The embedded
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_25. Health risk assessment.pdf:1:that any contamination present within the on-site soils or structures to be demolished could be mobilised
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:2:“a) protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils (in a
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:19:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:10: during the construction phase have the potential to cause nuisance to, and soiling of, sensitive
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:12: Approximately 275,000m3 of soils would be excavated to install the tie rods
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:12: of soils/landside material would need to be excavated to create the berth
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14:The sensitivity of human receptors to dust soiling and health effects of particulate matter associated with
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14:Sensitivity of people to dust soiling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14: Dust soiling Medium Medium Medium Medium
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14:Table 18.9 to determine the risk of impacts with no mitigation applied. The risks concluded for dust soiling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14: Dust soiling High Risk Medium Risk Medium Risk Negligible Risk
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:14:The risk of dust soiling impacts during the construction phase were therefore described as ‘high risk’ for
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_23. Use of natural resources.pdf:1:resources, in particular land, soil, water and biodiversity, considering as far as possible the sustainable
R-2020-0684-ESM-RCBC scoping opinion.pdf:8: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
R-2020-0684-ESM-RCBC scoping opinion.pdf:9:development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
R-2021-0405-FFM-0405.pdf:1:Soils containing free phase NAPL or soils exceeding the hydrocarbon reuse criteria
R-2021-0405-FFM-0405.pdf:1:concentrations are below the reuse criteria; these soils will be reused as fill.
R-2021-0405-FFM-OFFICER REPORT.pdf:6:associated with NAPL). Soils containing free phase NAPL or soils exceeding
R-2021-0405-FFM-OFFICER REPORT.pdf:6:criteria; these soils will be reused as fill.
R-2021-0405-FFM-OFFICER REPORT.pdf:10:down and processing of the soils and materials on the site. Given that the
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:5: Soil Sampling ………………………………………………………………………………………………………… 18
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:5: Management of Contaminated Soils …………………………………………………………………………. 24
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:8: Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:10: often still present within the soil matrix.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:12: Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:12: arsenic and Polycyclic Aromatic Hydrocarbons (PAHs), originating from shallow soils across
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:13:Asbestos in Soils
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:13:PAHs in excess of the Generic Assessment Criteria (GAC) in soil, driven by direct contact exposure
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:14:a nuisance including contaminated soil or plant material from any waste you transfer to spread into the
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:17:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:17: Soils that require off-site disposal/treatment (not treatable);
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:17: Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:19: completion of ongoing ground investigation, including NAPL containing soils.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:19: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:20: Treatment of soils impacted with NAPL in order to make them suitable for reuse.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:20: Segregation of soils with ACM for treatment and reuse.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:20: Remediation of soils impacted with contaminants above target levels through capping of
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:24: Soil Sampling
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:24:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:24:into representative sections, each section will be sub divided to 6 sub-sections, soils shall be collected
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: Composite soil samples do not exceed the
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: within soils within the uppermost 0.1m of the following frequency
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: Composite soil samples do not exceed the
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: Ensure that soils remaining in-situ do not One sample per stratum or at 1.0m
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: Ensure that concentrations of asbestos Composite soil samples do not exceed the
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: within soils within the uppermost 0.1m of Remediation Criteria. Samples collected at
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: Ensure that soils remaining in-situ do not
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: Composite soil samples do not exceed the
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:29: Soil samples collected at a frequency of
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:30: Composite soil samples collected at a
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:30: Management of Contaminated Soils
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:30:This should comprise placement of protective cover layers in areas where contaminants in soils are
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:30: Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31: Soil Washing;
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:Where soils are visibly impacted with NAPL or onsite screening / testing indicates the presence of NAPL
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:36: Field screening / onsite analysis of soil samples;
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:36: On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:36: Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:1:surface soils, and hence the material imported under the MMP, must be below the assessment criteria
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:2: • Table 2: Soil GAC Protective of Human Health - In-situ Railway Embankment
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:2: • Table 2: Soil GAC Protective of Human Health - Stockpiled Railway Embankment
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:2: • Table 2: Soil GAC Protective of Human Health - In-situ Railway Embankment
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:2: • Table 2: Soil GAC Protective of Human Health - Stockpiled Railway Embankment
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:6:these are derived from naturally occurring soils or from made ground, as long as these materials constitute the major part of the
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:13:METHOD SOILS METHOD SUMMARY SAMPLE STATUS LOD UNITS
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:14:METHOD SOILS METHOD SUMMARY SAMPLE STATUS LOD UNITS
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:16: Description 12 Soil samples, 2 Leachate samples.
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725661 SBA_AUK_TP105 7 3.00 SBA_AUK_TP105 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725662 SBA_AUK_TP110 2 0.60 SBA_AUK_TP110 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725663 SBA_AUK_TP113 8 3.00 SBA_AUK_TP113 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725664 SBA_AUK_TP122 7 3.00 SBA_AUK_TP122 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725665 SBA_AUK_TP129 3 1.20 SBA_AUK_TP129 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725666 SBA_AUK_TP137 1 0.00-0.10 SBA_AUK_TP137 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725667 SBA_AUK_TP143 1 0.00-0.10 SBA_AUK_TP143 SOIL Chrysotile small bundle of Chrysotile fibres Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725668 SBA_AUK_TP148 1 0.00-0.10 SBA_AUK_TP148 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725669 SBA_AUK_TP150 2 0.30 SBA_AUK_TP150 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725670 SBA_AUK_TP153 9 4.00 SBA_AUK_TP153 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725671 SBA_AUK_TP154 3 0.60 SBA_AUK_TP154 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:30:1725672 SBA_AUK_TP155 7 2.50 SBA_AUK_TP155 SOIL NAD none Colin Patrick
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:31: Sample Type SOIL
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:1725661 SBA_AUK_TP105 3.00 SOIL 07/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:1725662 SBA_AUK_TP110 0.60 SOIL 07/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:1725663 SBA_AUK_TP113 3.00 SOIL 07/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:1725664 SBA_AUK_TP122 3.00 SOIL 07/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:1725665 SBA_AUK_TP129 1.20 SOIL 07/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32: SOIL
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32: SOIL
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32: SOIL
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:1725669 SBA_AUK_TP150 0.30 SOIL 08/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:1725670 SBA_AUK_TP153 4.00 SOIL 08/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:1725671 SBA_AUK_TP154 0.60 SOIL 08/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:1725672 SBA_AUK_TP155 2.50 SOIL 08/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:32:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:35:Table 2: Soil GAC Protective of Human Health - In-situ Railway Embankment
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:35: Elements present naturally in soil with typically low toxicity
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:36:Table 2: Soil GAC Protective of Human Health - Stockpiled Railway Embankment
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:36: Elements present naturally in soil with typically low toxicity
R-2021-0268-CD-OFFICER REPORT.pdf:2:agreed with RCBC for concentrations of contaminants in surface soils are below the
R-2021-0268-CD-0268 Con Land.pdf:1:agreed with RCBC for concentrations of contaminants in surface soils are below the
R-2022-0526-CD-AQIA_FINAL.pdf:5: risk of dust soiling and fugitive PM10 emissions during the demolition, earthworks, construction
R-2022-0526-CD-AQIA_FINAL.pdf:11: being put at unacceptable risk from, or being adversely affected by, unacceptable levels of soil,
R-2022-0526-CD-AQIA_FINAL.pdf:13: health, nuisance as a result of dust soiling and ecological receptors from four main activities:
R-2022-0526-CD-AQIA_FINAL.pdf:14: • Soil type with large grain 10,000m2 • Potentially dusty soil type
R-2022-0526-CD-AQIA_FINAL.pdf:14: size (e.g sand) • Moderately dusty soil (e.g. clay)
R-2022-0526-CD-AQIA_FINAL.pdf:15: sensitivity of low, medium or high for dust soiling, human health and ecological receptors. The
R-2022-0526-CD-AQIA_FINAL.pdf:15: receptor, number of receptors (in the case of human health and dust soiling) and the distance
R-2022-0526-CD-AQIA_FINAL.pdf:15: Dust Soiling • Enjoyment of amenity • Users would expect to • Users can reasonably
R-2022-0526-CD-AQIA_FINAL.pdf:15: in appearance, aesthetics aesthetics or value of diminished by soiling, and
R-2022-0526-CD-AQIA_FINAL.pdf:15: or value by soiling; property could be continuous or regularly
R-2022-0526-CD-AQIA_FINAL.pdf:15: • Transient exposure, where diminished by soiling; extended periods of
R-2022-0526-CD-AQIA_FINAL.pdf:16: • Locations with a national soiling, e.g. Special Area
R-2022-0526-CD-AQIA_FINAL.pdf:16: Table 3.3 Sensitivity of the Area to Dust Soiling Effects on People and Property (Source:
R-2022-0526-CD-AQIA_FINAL.pdf:29: Earthworks Large total site area threshold, with a potentially dusty soil type
R-2022-0526-CD-AQIA_FINAL.pdf:31: Dust Soiling Low Low Low Low
R-2022-0526-CD-AQIA_FINAL.pdf:31: The sensitivity of the surrounding area is Low for Dust Soiling and Human Health, and Medium for
R-2022-0526-CD-AQIA_FINAL.pdf:31: Dust Soiling Low Risk Low Risk Low Risk Low Risk
R-2022-0526-CD-AQIA_FINAL.pdf:31: vicinity of the Application Site ranges from Low Risk to Medium Risk for dust soiling, human health
R-2022-0526-CD-AQIA_FINAL.pdf:34: dust soiling checks of surfaces such as street furniture, cars and window sills
R-2022-0526-CD-AQIA_FINAL.pdf:38: risk of dust soiling and fugitive PM10 emissions during the demolition, earthworks, construction
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:8: or being adversely affected by, unacceptable levels of soil, air, water or noise pollution or land instability.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:8:0005 Net Zero Teesside – Remediation Zones – Rev D, contained within Appendix B) of soils to remove
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:9:obstructions, voids, and preferential pathways). Unsuitable materials or contaminated soils which will be
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:10: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:12:significant risk of spreading or contaminating soil and groundwater with these materials.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:14:* PCBs typically sorb to soil and are not highly mobile. These contaminants may act as localised point sources
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Soil & Water-
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Soil and Groundwater 3 Boreholes (max 8m)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Soil Leachate
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Soil Leachate
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:24:recorded as natural soils, however, it is possible that these are in fact made ground deposits as this area is
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:24:Screening of the soil chemical data recorded elevated concentrations of pH and sulphate above the screening
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:24:The assessment concluded that soil samples did not generally pose a risk to human health for a commercial
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:24:pose a short-term risk if soils were left exposed on site.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:24:consistent with soil leaching data. It was noted that the effect on deeper groundwater within bedrock aquifers
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:25:chemical composition of soil and groundwater across the site. However, due to the presence of structures it
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:29: Human Health active during construction phase when sub-surface soils
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:29: within soil (air pores), and the above ground atmosphere
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:29: leaching of contaminants from soil .to the aquifers is
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:30: Point sources of Vapour intrusion from soil / made ground.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:34:• Controlled Waters (Superficial Deposits) from leaching of contaminants of concern in soils to
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:41: REMOVAL OF CONTAMINATED SOILS
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:53:6. Whilst this report and the opinions made are correct to the best of Arcadis’ belief, information to the petroleum officer, sampling or analyses of soil, ground water,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:61:Page Section Soil chemistry On site 0-50m 50-250m 250-500m 500-2000m
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:61:134 20.1 BGS Estimated Background Soil Chemistry 21 10 - - -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:61:136 20.2 BGS Estimated Urban Soil Chemistry 0 0 - - -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:61:136 20.3 BGS Measured Urban Soil Chemistry 0 0 - - -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:112:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:112: leaching soils and the absence of low permeability superficial deposits.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:112: leaching soils and/or the presence of superficial deposits characterised by a low permeability.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:113: ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:148:physical geography and soil properties. It should be noted that the categories for the grading of agricultural
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:169:The potential hazard presented by soils that absorb water when wet (making them swell), and lose water as
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:169:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:188: 20 Soil chemistry
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:188:20.1 BGS Estimated Background Soil Chemistry
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:188:collected at a sample density of approximately 1 per 2 km2. In areas where rural soil samples are not available,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:188:converted to soil-equivalent concentrations prior to the estimation.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:190:20.2 BGS Estimated Urban Soil Chemistry
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:190:20.3 BGS Measured Urban Soil Chemistry
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:7:generic commercial / industrial end use. It is anticipated that these works will involve excavation of soils to
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:7:remove obstructions, unsuitable materials or contaminated soils which will be processed or remediated as
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:10:significant risk of spreading or contaminating soil and groundwater with these materials.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:12:* PCBs typically sorb to soil and are not highly mobile. These contaminants may act as localised point sources
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil & Water-
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil and Groundwater 3 Boreholes (max 8m)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil Leachate
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil Leachate
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:recorded as natural soils, however, it is possible that these are in fact made ground deposits as this area is
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:Screening of the soil chemical data recorded elevated concentrations of pH and sulphate above the screening
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:The assessment concluded that soil samples did not generally pose a risk to human health for a commercial
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:pose a short-term risk if soils were left exposed on site.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:consistent with soil leaching data. It was noted that the effect on deeper groundwater within bedrock aquifers
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:23:chemical composition of soil and groundwater across the site. However, due to the presence of structures it
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: Human Health active during construction phase when sub-surface soils
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: within soil (air pores), and the above ground atmosphere
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: leaching of contaminants from soil .to the aquifers is
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:28:have generated significant contamination impacts to soil and/or groundwater. There is however potential for
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:29:6. Whilst this report and the opinions made are correct to the best of Arcadis’ belief, information to the petroleum officer, sampling or analyses of soil, ground water,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:43:Page Section Soil chemistry On site 0-50m 50-250m 250-500m 500-2000m
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:43:134 20.1 BGS Estimated Background Soil Chemistry 21 10 - - -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:43:136 20.2 BGS Estimated Urban Soil Chemistry 0 0 - - -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:43:136 20.3 BGS Measured Urban Soil Chemistry 0 0 - - -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94: leaching soils and the absence of low permeability superficial deposits.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94: leaching soils and/or the presence of superficial deposits characterised by a low permeability.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:95: ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:130:physical geography and soil properties. It should be noted that the categories for the grading of agricultural
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:151:The potential hazard presented by soils that absorb water when wet (making them swell), and lose water as
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:151:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:170: 20 Soil chemistry
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:170:20.1 BGS Estimated Background Soil Chemistry
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:170:collected at a sample density of approximately 1 per 2 km2. In areas where rural soil samples are not available,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:170:converted to soil-equivalent concentrations prior to the estimation.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:172:20.2 BGS Estimated Urban Soil Chemistry
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:172:20.3 BGS Measured Urban Soil Chemistry
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:4:If materials such as scrap metals or highly contaminated soils cannot be treated, these will be
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:11:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Potential
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:11:risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:11:contact with or ingestion of soils on the site. Soil pH was noted to be strongly basic / alkaline.
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:16:and road safety any HGV leaving the item will be appropriately covered to avoid soiling of the
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:17:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Potential
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:17:risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:17:contact with or ingestion of soils on the site. Soil pH was noted to be strongly basic / alkaline.
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:18:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Asbestos
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:18:shallow soils in areas without buildings or hardstanding has the potential to become airborne and
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:24:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Asbestos
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:25:shallow soils in areas without buildings or hardstanding has the potential to become airborne and
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:25:As highlighted in the ARCADIS Phase II Environmental Site Assessment (Shallow Soils) Potential
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:25:risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:25:contact with or ingestion of soils on the site. Soil pH was noted to be strongly basic / alkaline.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:4: Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:4: environmental testing of soil, soil leachate and groundwater, geophysical investigation,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:5: represent a single diffuse soil source across the entirety of the Site footprint.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:6: was not identified to extend to the North Sea. Further, that leaching of CoC from soil into
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:6: from soils will not lead to a further increase in groundwater concentrations).
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:7: • That importation of clean soils in landscaped areas was undertaken to break the driving
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:7: pathways in relation to asbestos (identified in shallow soils) and PAH (identified in
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Table E Summary of Contaminants Exceeding Human Health GAC in Soil……………………………………… 33
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Table F Summary of Contaminants Exceeding Water Quality Standards in Soil Leachate ………………. 37
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:10: Soil, Leachate and Groundwater Data (Enviros 2004, AEG 2018 and AEG 2022)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:10: Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:10: Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:13: or being adversely affected by, unacceptable levels of soil, air, water or noise pollution or land instability.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:13:wells, geo-environmental analytical testing (including soils, soil leachate and groundwater) and collection of
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:14:A number of CoC were measured in soil leachate and groundwater above the GAC protective of water resources
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:14:place to address the presence of asbestos in soils, both during construction works and following development.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:14:areas of the Site not covered by buildings or hardstanding could be mitigated through importation of a clean soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:14:proposed as part of redevelopment works, alongside management of soils during the redevelopment /
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:14:construction phase such that deep soils containing contamination were not moved towards the surface.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:14:• Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:17:of boreholes, Cone Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:17:environmental testing of soil, soil leachate and groundwater, geophysical investigation, hydrogeological
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:17:ground conditions and chemical composition of soil and groundwater across the Site however the presence of
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:17:Appendix D, which includes: investigation location plans, trial pit and borehole logs, soil and groundwater
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:19: constituent although often still present within the soil matrix.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:29:2.7 Soil and Groundwater Quality
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:29:Data on the quality of soil and groundwater has been collected as part of previous investigations undertaken at
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:29:The collection of soil and groundwater samples for laboratory analysis, which included leachate testing, has
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:29:been undertaken at the Site to assess the quality of the soil, soil leachate and groundwater. Where present,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:29:soils, Appendix I2 for asbestos in soils, Appendix I3 for soil leachate and Appendix I4 for groundwater. This data
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:29:groundwater monitoring events, with only sheens typically noted on soils.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:32:and steel making and railways. Analytical testing of soils, soil leachate and groundwater has incorporated the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:• Partitioning from NAPL and of soil impacts into the soil leachate and vertical migration (downwards) of
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:• Partitioning from NAPL and of soil and groundwater impacts into the soil gas and vertical migration
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:• Dermal contact with soils
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:• Soil and dust ingestion and inhalation
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:• Dermal contact, soil and dust ingestion and inhalation of dusts (indoor and outdoor) in relation to future on-
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33: unsaturated soil or groundwater source in relation to future on-Site industrial workers;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:35:• Available soil data collected to date, comprising datasets collected in 2004 (Enviros 2004), 2017 / 2018
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:35:2004 and 2017 / 2018, albeit it incorporated the Site and wider area. As such, the soil dataset comparison has
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:35:4.2.1 Selection of Soil Generic Assessment Criteria
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:35:B. (1) Vapour inhalation of indoor or outdoor air from volatile contaminants in soil (potential CoC include
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:35:C. Direct contact and ingestion of contaminated soil (potential CoC include primarily heavy metals,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:36:Soil organic matter (SOM) recorded in 199No. soil samples obtained for the Made Ground for the Site ranged
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:36:The selected human health GAC for soil and maximum recorded concentrations in soil in Made Ground,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:36:4.2.2 Soil Screen
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:36:Contaminant concentrations in soil samples collected from the Site have been compared with the soil GAC in
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:37:Table E Summary of Contaminants Exceeding Human Health GAC in Soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:37:pathways (linkages A and C) i.e. assuming that the soils at these locations remain uncovered by hardstanding,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:37:As such, direct contact with shallow soils containing tar (and elevated PAH) in this location may be active.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:37:Similarly, direct contact exposure from the soil sample collected from 12BT14 at a depth of 0.3m bgl is
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:37:on-Site industrial workers by the concentrations measured in shallow soils in 12BT14 and potentially tar in
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:37:The metals and inorganics detected are all elements present naturally in soil at relatively high concentrations
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:37:be elevated above natural levels where slag and other steelmaking wastes are incorporated into soil due to the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:38:free cyanide in soil in excess of the GAC.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:38:in soil.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:38:4-nitrophenol in shallower soil samples collected from the same locations below the laboratory MDL, indicating
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:38:same order of magnitude as the laboratory MDL), with no shallower soil sample collected. Given the relatively
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:The majority of the soil samples tested recorded concentrations of the potential contaminants of concern below
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:additionally noted in excess of the GAC in a soil sample collected from S1-BH13A (6.8m bgl) and 12BT14 (0.3m
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:contact pathways, including within dust (linkages A and C) if the shallow soils remain uncovered post-
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:considered to be active. However, the depth at which the soil sample collected from 12BT14 (at 0.3m bgl) and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:as surface soils may become airborne during construction or if incorporated into soft landscaping without a
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:Based on the results of the soil testing, none of the measured concentrations of CoC are considered to represent
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:anticipated that clean soils would be imported for this purpose. On this basis, a significant risk to future on-Site
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:industrial workers would not be present in relation to soils and linkages A, B(1) and C.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:41:4.3.1 Soil Leachate
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:41:The results of 87No. soil leachate tests (from on-Site soils) were compared to WQS as shown in Appendix M.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:41:Table F Summary of Contaminants Exceeding Water Quality Standards in Soil Leachate
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:47:identified during any of the groundwater monitoring events, with only sheens typically noted on soils.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:47:and future on-Site industrial workers in a limited number of soil samples, and additionally in relation to the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:47:contact exposure and dust inhalation, under the assumption that near-surface soils remain uncovered in the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:48:the remedial strategy, removal of soils containing tar / NAPL is planned irrespective of potential risks presented.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:50:of sheens on soils in 3No. locations in the northeast of the Site (S2-TPA61, S2-TPA62 and S2-TPA83) and 2No.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:5.3.2 Soil & Soil Leachate
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:and sulphate) are found throughout the Site in soil and soil leachate. This is likely in part due to the imported
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:• Iron was identified in the thousands to tens of thousands mg/kg in soil in the northern portion of the Site in
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51: pellet stocking area. Notably lower concentrations of iron were observed in soils in the central eastern portion
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51: in relation to soil leachate and soil concentrations in relation to iron, with sporadic elevated concentration in
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:• A similar pattern to iron is observed in relation to concentrations of manganese in both soil and soil leachate,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:As such, the presence of metals and inorganics in soils is generally considered to be associated with a diffuse
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:and PAH correlate with soils in which hydrocarbon odours or tar was noted. Localised hot spots may be present,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:Sum TPH was measured above the laboratory MDL in soil in approximately 40% of the samples analysed, with
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:a maximum concentration of 51,000mg/kg in soil sampled from S2-TPA53 (in the far northeast of the Site), in
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:which tar was also visually identified. The second highest concentration of 19,000mg/kg was identified in soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:than 500mg/kg). Some lighter end TPH fractions were identified within soils in the eastern portion of the Site,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:51:As such, the presence of PAH and TPH in soil is considered to predominately be a diffuse source associated
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:52:reported), indicating limited variability across the Site. Similarly to soils, there are some locations which show
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:52:measured in soils, where more extensive sampling is available. Metals for which a potential link with on-Site
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53: corelate with those identified in soils.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53: isolated high, particularly given that no spatial distribution was inferred based on a review of the soil data.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:In soil, in most cases, no significant spatial distribution trends have been identified, suggesting Made Ground is
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:manganese, TPH and PAH. Iron and manganese were identified in soils across the Site, albeit were
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:stocking area). TPH and PAH have also been measured in soils across the Site, again, likely due the Made
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55: soil were typically identified in this area as well, although copper in soil appeared reasonably well distributed
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:significantly to that identified in groundwater and soil collected from other locations across the Site and is
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:been present (from around the 1930s to 1970s), it is considered that leaching of contaminants from soil to
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:such, soil has not been modelled.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:57:geology, based on the soil log descriptions from the Made Ground and permeability data available for these
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:60:limit for the contaminant. In this case remediation of the soil would be unnecessary to protect water resources…”
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:64:half life and soil water partition coefficient (in the instance of inorganic compounds), with no parameters
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:64:upper end of the range for half life of 1 to 6 years for a granular aquifer), with very low soil water partition
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:66:from asbestos fibres in shallow soils and additionally from measured concentrations of PAH and tar in a limited
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:66:number of locations. The driving pathways of concern were direct contact exposure with shallow soils or
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:66:inhalation of dust generated from shallow soils.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:66:• Where buildings and hardstanding are absent, it is unlikely that soils will remain uncovered i.e. soft
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:66: landscaping will be in place. Importation of clean soils in landscaped areas would be required given that
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:68:(CCME), December 2000. Canada-Wide Standards for Petroleum Hydrocarbons in Soil: Scientific Rationale:
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:68:Buss, S. R. et al., 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly Journal of
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:68:Hydrocarbons in Soils. Science Report P5-080/TR3.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:68:Environment Agency, 2008. Compilation of Data for Priority Organic Pollutants for Derivation of Soil Guideline
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:68:Environment Agency, 2009a. Human health toxicological assessment of contaminants in soil. Science Report
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:71: 2 EA 2008. Compilation of data for priority organic pollutants for derivation of Soil Guideline Values.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:71: 6 EA 2009. Soil Gudieline Values for mercury in soil. Science Report SC050021/Mercury SGV
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:71: 7 EA 2009. Soil Gudieline Values for nickel in soil. Science Report SC050021/Nickel SGV
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:82: REMOVAL OF CONTAMINATED SOILS
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:107: of soil, ground water, surface water, air or hazardous building
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:109: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:109:Contour Plan, Soil Summary, Groundwater Summary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:110: 1. Soils analytical results screened to current risk based criteria as part of Appendix J
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:110: 2. Soil sampling analytical results and certificates presented in Appendix 6 of the report
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:145: 1. Soils analytical results screened to current risk based criteria as part of the Appendix J
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:146: 2. Soil sampling analytical results and certificates presented in Appendix 6 of the report
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:146: 1. Soil Leachate analytical results screened to current risk based criteria as part of the Appendix M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:275: Slight oil sheen at water level. Cannot sample due to soil too coarse.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:311: 1. Soils analytical results screened to current risk based criteria as part of the Appendix J
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:311: 2. Soil sampling analytical results and certificates presented in report 4153 & 4154 Area A Former
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:311: 1. Soil Leachate analytical results screened to current risk based criteria as part of the Appendix M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:311: 2. Soil leachte sampling analytical results and certificates presented in report 4153 & 4154 Area A
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:388: Base of Section: 10.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:388: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:388: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:388: Initial Water Level: 4.53 mBGL E Soil in casing with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:388: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:389: Base of Section: 10.50 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:389: Diameter of Section: 200.00 mm B Soil flush with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:389: Standpipe Diameter: - mm D Well point or hole extended in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:389: Initial Water Level: 4.11 mBGL E Soil in casing with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:389: Weather Conditions: Dry F Soil in casing with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:396: Description 4 Soil samples, 2 Leachate samples.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:408:1730010 TS2_AUK_TP101 7 3.00 TS2_AUK_TP101_SO_0300 SOIL NAD none Joanne Luscombe
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:408:1730011 TS2_AUK_TP156 3 1.00 TS2_AUK_TP156_SO_0100 SOIL NAD none Joanne Luscombe
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:408:1730012 TS2_AUK_TP152 1 2.00 TS2_AUK_TP152_SO_0300 SOIL NAD none Joanne Luscombe
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:408:1730013 TS2_AUK_TP113A 3 TS2_AUK_TP113A_SO_0090 SOIL NAD none Joanne Luscombe
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:409:1730010 TS2_AUK_TP101 3.00 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:409:1730011 TS2_AUK_TP156 1.00 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:409:1730012 TS2_AUK_TP152 2.00 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:409:1730013 TS2_AUK_TP113A 0.90 SOIL 17/09/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:409:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:409:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:413: 1. Soils analytical results screened to current risk based criteria In Appendix J.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:413: 2. Soil sampling analytical results and certificates presented in - Preliminary Onshore Ground Investigation
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:413: 1. Soil Leachate analytical results screened to current risk based criteria in Appendix M.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:413: 2. Soil leachte sampling analytical results and certificates presented in - Preliminary Onshore Ground
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:459: 68 SOIL 16.75-28.65m … soil. Soft to firm thinly laminated dark
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:480:16.65 0 SOIL -10.33 16.65 16.65-27.40m … soil. Very soft dark brown silty CLAY with
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:500: 33 SOIL 12.70-24.00m … soil.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:516: 83 SOIL 12.70-23.50m … soil.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:532:13.75 0 SOIL -8.75 13.75 13.75m … J1 (1) Laminated brown CLAY with
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:532: 13.75-25.00m … soil.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:548: 38 SOIL 15.00-20.30m … soil. Stiff grey brown slightly sandy slightly
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:566: 100 SOIL 16.30m … J57 Firm dark grey brown slightly sandy
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:566: 16.30-22.00m … Soil.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:586: 100 SOIL -9.27 16.60 16.60-22.30m … soil.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:605: 87 SOIL 16.30-24.80m … soil. Very soft to soft grey brown organic
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:620: 100 SOIL 15.15m … B56 Stiff dark red brown slightly sandy
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:620: 15.15-20.00m … soil.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:640: 100 SOIL 12.60-20.00m … soil. Firm brown grey organic slightly
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:658: 34 SOIL 15.00m … J48 Firm grey brown slightly sandy slightly
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:658: 15.00-20.50m … soil.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:678:16.65 33 SOIL -9.50 16.65 16.65-20.40m … soil. Firm to stiff dark grey brown slightly
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:694: 5.56 0.15 (1) MADE GROUND (Black ash and soil).
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:696:11.70 70 SOIL -5.99 11.70 11.70-15.30m … soil. Stiff dark brown slightly sandy slightly
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:708:13.20 100 SOIL -6.01 13.20 13.20m … B47 Soft grey silty CLAY.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:708: 13.20-17.25m … soil.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:754:Base of Section: 2.70 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:754:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:754:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:754:Initial Water Level: 2.14 mBGL E Soil in casing with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:754:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:755:Base of Section: 2.70 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:755:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:755:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:755:Initial Water Level: 2.14 mBGL E Soil in casing with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:755:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:756:Base of Section: 29.90 mBGL A Soil flush with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:756:Diameter of Section: 50.00 mm B Soil flush with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:756:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:756:Initial Water Level: 5.70 mBGL E Soil in casing with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:756:Weather Conditions: Rain F Soil in casing with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:757:Base of Section: 29.90 mBGL A Soil flush with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:757:Diameter of Section: 50.00 mm B Soil flush with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:757:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:757:Initial Water Level: 5.42 mBGL E Soil in casing with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:757:Weather Conditions: Clear/Windy F Soil in casing with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:758:Base of Section: 5.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:758:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:758:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:758:Initial Water Level: 3.70 mBGL E Soil in casing with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:758:Weather Conditions: Raining F Soil in casing with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:759:Base of Section: 5.00 mBGL A Soil flush with bottom at impervious boundary Record for soil conditions.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:759:Diameter of Section: 178.00 mm B Soil flush with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:759:Standpipe Diameter: 50.00 mm D Well point or hole extended in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:759:Initial Water Level: 3.49 mBGL E Soil in casing with bottom at impervious boundary
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:759:Weather Conditions: Sunny F Soil in casing with bottom in uniform soil
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 21-16494 1886083 LF\BH02 18.40 SOIL Mercury (28 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 21-16494 1886084 MS\BH09 13.00 SOIL Mercury (28 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 21-16494 1886085 MS\BH17 6.00 SOIL Mercury (28 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 21-16494 1886086 MS\BH17 7.20 SOIL Mercury (28 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 21-16494 1886087 MS\BH17 14.20 SOIL Mercury (28 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 21-13302-1 1866586 MS\TP01 0.50 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 21-13300 1866583 MS\TP06 0.50 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 21-13296-1 1866576 MS\BH10 5.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 21-13296-1 1866577 MS\TP04 0.50 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1242425 S1-BH7A 5.30 SOIL pH + Conductivity (7 days), VOC (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1242426 S1-BH13A 6.80 SOIL pH + Conductivity (7 days), VOC (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252910 S1-BH06 7.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252911 S1-BH06 11.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252912 S1-BH06 18.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252913 S1-BH07A 6.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252914 S1-BH07A 10.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252915 S1-BH07A 14.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252916 S1-BH12 9.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252917 S1-BH12 14.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252918 S1-BH12 17.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252919 S1-BH14 6.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252920 S1-BH14 9.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1252921 S1-BH14 13.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1273337 S1-BH13A 6.00 SOIL (365 days), Total Sulphate ICP (730 days), Metals ICP Prep (365 -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1273339 S1-BH18 10.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1276855 S1-BH04 6.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1276856 S1-BH04 11.40 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1276860 S1-BH18 5.60 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1276861 S1-BH18 8.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1276862 S1-BH20B 7.50 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1276863 S1-BH20B 12.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4153 Combined Report 1276864 S1-BH20B 15.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1255651 S2-TPA37 0.50 SOIL Organic Matter (Manual) (28 days), pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1255653 S2-TPA39 0.50 SOIL Organic Matter (Manual) (28 days), pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1255654 S2-TPA40 0.20 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1255655 S2-TPA40 2.20 SOIL Organic Matter (Manual) (28 days), pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1260997 S2-BHA06 4.50 SOIL pH + Conductivity (7 days), VOC (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1267770 S2-BHA05 4.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1267771 S2-BHA05 8.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1276876 S2-BHA06 4.60 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1276877 S2-BHA06 6.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1276878 S2-BHA06 12.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 4154 A Combined Report 1276879 S2-BHA06 16.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 17-90043 1117386 TPB12 0.30 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 17-90043 1117391 TPB08 0.30 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:823:DETS 17-90043 1117392 TPB08 3.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90043 1117393 TPB02 2.60 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90043 1117394 TPB04 0.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90043 1117395 TPB06 0.20 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90043 1117396 TPB06 2.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119385 TPB05 0.70 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119386 TPB03 0.40 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119387 TPB03 2.60 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119390 TPI09 0.20 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119391 TPI09 3.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119392 TPI08 0.20 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119393 3TPI08 3.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119394 TPI07 1.30 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119395 TPI12 0.60 SOIL (365 days), Total Sulphate ICP (730 days), Metals ICP Prep (365 -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119396 TPI12 3.80 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-90393-1 1119397 TPI11 1.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-91184 1124258 TPI22 1.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-91184 1124259 TPI34 0.80 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-91184 1124260 TPI36 1.50 SOIL (365 days), Total Sulphate ICP (730 days), Metals ICP Prep (365 -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-91184 1124261 TPI36 3.50 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-91559-1 1126374 TPI 31 1.30 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:824:DETS 17-91559-1 1126376 TPI 33 2.80 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-91559-1 1126377 TPI 35 1.50 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-92379-1 1131599 TPH07 0.50 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-92379-1 1131600 TPH07 2.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-92379-1 1131603 TPH11 1.70 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-92379-1 1131604 TPH13 0.50 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-92379-1 1131605 TPH14 2.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-92379-1 1131610 TPH21 1.60 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days),
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-92379-1 1131615 TPH27 1.20 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-92379-1 1131617 TPH33 2.00 SOIL (365 days), Metals ICP Prep (365 days), Kone Cr6 (1095 days), -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-00243-2 1176070 S2TPA48 0.80 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-00243-2 1176071 S2TPA48 4.20 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-00243-2 1176073 S2TPA49 2.00 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-00243-2 1176077 S2TPA54 0.20-0.30 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-00243-2 1176078 S2TPA56 2.60 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:825:DETS 17-00352 1176722 S2-TPA47 0.50 SOIL pH + Conductivity (7 days) -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:826:DETS 17-99406-1 1171700 S2TPA79 1.00 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:826:DETS 17-99406-1 1171701 S2TPA81 0.50 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:826:DETS 17-99406-1 1171702 S2TPA84 0.50 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:826:DETS 17-99406-1 1171703 S2TPA87 0.30 SOIL -
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:828: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:829: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:830: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:831: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:832: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:833: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:834: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:835: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:836: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:837: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:838: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:839: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:840: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:841: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:842: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:843: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:844: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:845: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:846: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:847: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:848: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:849: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:850: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:851: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:852: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:853: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:854: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:855: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:856: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:857: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:858: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:859: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:860: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:861: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:862: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:863: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:864: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:865: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:866: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:867: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:868: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:869: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:870: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:871: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:872: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:873: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:874: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:875: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:876: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:877: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:878: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:879: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:880: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:881: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:882: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:883: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:884: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:885: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:886: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:887: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:888: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:889: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:890: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:891: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:892: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:893: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:894: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:895: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:896: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:897: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:898: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:899: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:900: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:901: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:902: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:903: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:904: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:905: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:906: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:907: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:908: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:909: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:910: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:911: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:912: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:913: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:914: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:915: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:916: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:917: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:918: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:919: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:920: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:921: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:922: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:923: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:924: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:925: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:926: Appendix I Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:927: Appendix I, Table 1: Soil data (Enviros 2004, CH2M 2017c&d, AEG 2018 and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:928:Appendix I Table 2: Soil data (Enviros 2004, CH2M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:929:Appendix I Table 2: Soil data (Enviros 2004, CH2M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:930:Appendix I, Table 2: Soil data (Enviros 2004, CH2M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:931:Appendix I, Table 2: Soil data (Enviros 2004, CH2M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:932:Appendix I Table 2: Soil data (Enviros 2004, CH2M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:933:Appendix I, Table 2: Soil data (Enviros 2004, CH2M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:934:Appendix I, Table 2: Soil data (Enviros 2004, CH2M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:935:Appendix I, Table 2: Soil data (Enviros 2004, CH2M
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:936:Appendix I, Table 3: Soil Leachate (CH2M 2017c&d, AEG
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:937:Appendix I Table 3: Soil Leachate (CH2M 2017c&d, AEG
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:938:Appendix I Table 3: Soil Leachate (CH2M 2017c&d, AEG
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:939:Appendix I, Table 3: Soil Leachate (CH2M 2017c&d, AEG
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:966:Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:967:Appendix J: Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:969:#1 DWS is applicable for total chromium, while the EQS is applicable to hexavalent chromium only. Where total chromium analysis was undertaken, speciation was not undertaken. However, hexavalent chromium was not detected in any of the 203 soil samples analysed, or
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:970:#1 DWS is applicable for total chromium, while the EQS is applicable to hexavalent chromium only. Where total chromium analysis was undertaken, speciation was not undertaken. However, hexavalent chromium was not detected in any of the 203 soil samples analysed, or
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:971: Hexavalent chromium was not detected in the remaining 17 groundwater samples analysed or in any of the 203 soil samples analysed, or 15 leachate samples analysed. The detections of hexavalent chromium within monitoring wells
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:972: Generic Adopted Soil Testing: Concentration - well Maximum Measured Number of Number of
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:972: source of BTEX measured within MS\BH03D at depth is unclear. The absence of measurable benzene and ethylbenzene in the 159No. soil samples analysed from the Site, alongside the absence of significant concentrations within groundwater collected from monitoring wells screening Made Ground or superficial
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:976:Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:977:Appendix M: Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:977: that the 2004 Enviros investigation did not include soil leachate testing.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:979: Contaminant Organic Carbon Coefficient Soil Water Partition Coefficient
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:979: 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly Journal of
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:979: EA 2008. Compilation of data for priority organic pollutants for derivation of Soil Guideline Values.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:979: US EPA 2005. Partition coefficients for metals in surface water, soil and waste. Table 3.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:979: 6 EA 2009. Soil Gudieline Values for mercury in soil. Science Report SC050021/Mercury SGV
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:979: 7 EA 2009. Soil Gudieline Values for nickel in soil. Science Report SC050021/Nickel SGV
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:979: 8 Buss, S. R. et al., 2004. A Review of Ammonium Attenuation in Soil and Groundwater, Quarterly
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:979: US EPA 2005a. Partition coefficients for metals in surface water, soil and waste No, EPA/600/R-
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983: The aquifer Fraction of Organic Carbon (FOC) was based on Site data, where Soil Organic Matter (SOM) testing of the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:986:Fraction of organic carbon (g oc/g soil) 0.005
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:988: point using a tiered analysis process (Level 1 soils – partitioning, Level 2 soils –
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:988: dilution, Level 3 soils and groundwater – attenuation). RTW is a deterministic model.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:994: Soil water partition coefficient Kd 0.00E+00 l/kg Ogata Banks
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:994: Half life for degradation of contaminant in water t1/2 3.00E+02 days Soil water partition coefficient Kd 3.23E+00 l/kg Distance (m) 17.5 1.90E-01
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:995: Soil water partition coefficient Kd 0.00E+00 l/kg Ogata Banks
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:995: Half life for degradation of contaminant in water t1/2 3.00E+02 days Soil water partition coefficient Kd 3.23E+00 l/kg Distance (m) 70.0 1.27E-02
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:5: Soil Sampling ………………………………………………………………………………………………………… 21
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:5: Management of Contaminated Soils …………………………………………………………………………. 27
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:8: risk from, or being adversely affected by, unacceptable levels of soil, air, water or noise pollution or
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:9: REMOVAL OF CONTAMINATED SOILS
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:10: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:14: slag was not the dominant constituent although often still present within the soil matrix.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:14: the soil matrix.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:15:Arcadis have reviewed the distribution of historical investigation at the site, including available soil and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:18:Asbestos in Soils
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:18:Asbestos fibres are present in shallow soils and pose a risk to Human Health receptors via the inhalation
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:19:Review of previous investigations identified evidence of potential NAPL contamination on soils in the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:20:nuisance including contaminated soil or plant material from any waste you transfer being spread into
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:20:structures/features and/or to address the removal of contaminated soils. Any requirement for deeper
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:22:construction soils during the remediation works, the suitability of which is dependent upon the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:23:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:23: • Soils that require off-site disposal/treatment (not treatable);
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:23: • Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:24:• Manage the contamination in excess of screening levels including NAPL containing soils.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:24:• Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:25: • Treatment of soils impacted with NAPL in order to make them suitable for reuse;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:25: • Segregation of soils with ACM for treatment and reuse;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:25: • Remediation of soils impacted with contaminants above target levels through capping of
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:25: • Removal of NAPL and tar impacted soils to address risks to Human Health.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:27: Soil Sampling
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:27:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:28:stockpiled for treatment. Stockpiled soils for treatment will be required to be placed on impermeable
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:30:The contractor shall ensure soils in the unsaturated zone visibly contaminated with NAPL are managed
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:30: Composite soil samples do not exceed the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:30: Extents in within soils within the uppermost 0.2m of following frequency
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:31: Composite soil samples do not exceed the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:31: Ensure that soils remaining in-situ do not intervals (whichever is the greater)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:31: Composite soil samples do not exceed the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:31: Extents in within soils within the uppermost 0.2m of following frequency
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32: Composite soil samples do not exceed the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32: Ensure that soils remaining in-situ do not • One sample per stratum or at 1.0m vertical
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32: (Imported Soil samples collected at a frequency of one
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32:capacity of the site the majority of the soils are likely to be tested after placement rather than in
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33: Soil reused below capping layer does
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33: Reuse Soil reused below capping layer does
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33: below not contain NAPL. Composite soil samples collected at a
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33: Soil reused within capping layer does criteria set out in Appendix E.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33: Soil reused within capping layer does
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33: Management of Contaminated Soils
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33:and will be used to break the pathway to the underlying soils for a period of up to four years with minimal
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33:in section 2.7.1) are identified in soils used as fill, or in stockpiles proposed for use as fill above the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33:reuse criteria further assessment of the impacted soils will be undertaken.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33:representative of, and not practical to separate from the bulk material these soils will remain in place
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33:below the clean cover system. The location of the placed soils will be recorded on as built records for
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:the bulk material these soils will be reused within the permanent works as bulk fill below the clean cover
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:system. The location of the placed soils will be recorded on as built records for the works.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34: • Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34: • Soil Washing;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:Where soils are visibly impacted with NAPL or olfactory observations / onsite screening with a
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:testing as defined above indicates the NAPL is no longer present. Treated soils will be validated against
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:35:based on the sampling results. Soil with visible ACMs will not be reused.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:35:Where asbestos is identified in excavated and processed soils in laboratory testing above the reuse
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:35:criteria further assessment of the impacted soils will be undertaken. Where assessment of the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:35:not representative of, and not practical to separate from the bulk material these soils will be reused
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:35:the placed soils will be recorded on as built records for the works.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:39: • Field screening / onsite analysis of soil samples (delegated to validating consultant);
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:39: • On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:39: • Contaminant concentrations within excavated soil re-used onsite as infill to excavations, meet
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:47: REMOVAL OF CONTAMINATED SOILS
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:49:HFO line, COG main, Soil Source Inhalation of Indoor Air
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:53:SUMMARY OF SOIL TREATMENT TECHNOLOGIES: Technical Parameters
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:53:SUMMARY OF SOIL TREATMENT TECHNOLGIES: Operational and Commercial Parameters
R-2022-0435-CD-395126 - R_2022_0435_CD Partial discharge of Condition 6. Land at South Tees Development Corporation, South Bank - No Objections.pdf:3:Best and most versatile agricultural land and soils
R-2022-0435-CD-395126 - R_2022_0435_CD Partial discharge of Condition 6. Land at South Tees Development Corporation, South Bank - No Objections.pdf:3:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2022-0435-CD-395126 - R_2022_0435_CD Partial discharge of Condition 6. Land at South Tees Development Corporation, South Bank - No Objections.pdf:3:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2022-0435-CD-395126 - R_2022_0435_CD Partial discharge of Condition 6. Land at South Tees Development Corporation, South Bank - No Objections.pdf:3:on soil protection for site restoration and aftercare is available on Gov.uk website. Detailed guidance on
R-2022-0435-CD-395126 - R_2022_0435_CD Partial discharge of Condition 6. Land at South Tees Development Corporation, South Bank - No Objections.pdf:3:Should the development proceed, we advise that the developer uses an appropriately experienced soil
R-2022-0435-CD-395126 - R_2022_0435_CD Partial discharge of Condition 6. Land at South Tees Development Corporation, South Bank - No Objections.pdf:3:specialist to advise on, and supervise soil handling, including identifying when soils are dry enough to be
R-2022-0435-CD-395126 - R_2022_0435_CD Partial discharge of Condition 6. Land at South Tees Development Corporation, South Bank - No Objections.pdf:3:handled and how to make the best use of soils on site.
R-2022-0435-CD-391845-R20220435CD.pdf:2:Best and most versatile agricultural land and soils
R-2022-0435-CD-391845-R20220435CD.pdf:2:Guidance on soil protection is available in the Defra Construction Code of Practice for the Sustainable
R-2022-0435-CD-391845-R20220435CD.pdf:2:Use of Soils on Construction Sites, and we recommend its use in the design and construction of
R-2022-0435-CD-391845-R20220435CD.pdf:2:developer uses an appropriately experienced soil specialist to advise on, and supervise soil handling,
R-2022-0435-CD-391845-R20220435CD.pdf:2:including identifying when soils are dry enough to be handled and how to make the best use of soils on
R-2019-0331-SCP-284160 R_2019_0331_SCP - EIA Scoping, South Bank Wharf Redevelopment, South Bank, Middlesbrough.pdf:2: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
R-2019-0331-SCP-284160 R_2019_0331_SCP - EIA Scoping, South Bank Wharf Redevelopment, South Bank, Middlesbrough.pdf:2: development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:8: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:9:development, including, in particular, population, fauna, flora, soil, water, air, climatic factors,
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:17:The surrounding soil within the site area will then be graded level using the excavator and bucket to remove any trip hazards and leave a safe level area.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:5: Soil Sampling ………………………………………………………………………………………………………… 27
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:8: Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:10: slag was not the dominant constituent although often still present within the soil matrix.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:11:Asbestos in Soils
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:13: Figure 4 – Soil Exceedances
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:13:Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples from
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:13: Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:13: arsenic, cyanide, and selected PAH, originated from shallow soils across the site.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:17:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:17: Soils that require off-site disposal/treatment (not treatable);
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:17: Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:18:2.12.1.1 Soils
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:18:Concentrations of arsenic, cyanide and PAHs were measured in excess of the GAC in soil, driven by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:18:Asbestos in shallow soils will require remedial intervention to prevent fibres becoming airborne and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:20: be present following completion of the DQRA, including NAPL containing soils.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:20: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:23:The top selected technologies for soil in excess of the Human Health risk-based screening targets
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:23: Soils in excess of Human Health screening targets and NAPL impacted soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:23: Capping in situ Soils in excess of Human Health screening targets.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:23: Stabilisation / Soils in excess of Human Health screening targets and NAPL impacted soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:23: Soils in excess of Human Health screening targets and NAPL impacted soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:24: Excavation and Soils in excess of Human Health screening targets and NAPL impacted soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25:to breakdown contaminants through co-metabolisation as an energy source. The soil piles are placed
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25:and to also facilitate the collection of contaminated liquids from the soil. Amendments can be introduced
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25:and the materials are routinely turned to aerate, homogenises and break up the soils. A geomembrane
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25:cover is required to prevent the soil from becoming saturated by rain. Once successfully treated the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: soil sorting process can be put in place which will remove active sources (e.g. solid or liquid
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: Remediation rates could be enhanced using low thermal enhancement through the soil piles,
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: Soil sampling can also be conducted to verify residual concentrations in soil during treatment.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: Treatment of the soil piles could take a reasonable amount of time depending on concentrations
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: of contaminants present, organic nature of soil and reduction in contaminant mass required
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: operatives and remediation workers. Excavation and soil sorting of material will create a Health
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: A water treatment / containment system is required to capture leachate / fluids within the soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:26: Capping will address asbestos identified in the shallow unsaturated soils;
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:26: Would not permit soils impacted with NAPL to be reused without further treatment;
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:27: Excess moisture content in soils to be treated will increase costs and treatment timeframe,
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:27: operatives and remediation workers. Excavation and soil sorting of material will create a Health
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:27: Soil excavation will address all the asbestos identified in the shallow unsaturated soils;
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:27: Excavation and off-site disposal of impacted soils to landfill will involve significant vehicle and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:29:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:31: Treatment of soils impacted with NAPL in line with recommended processes identified within
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:31: Segregation of soils with ACM for treatment and reuse;
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:31: Remediation of soils impacted with contaminants above target levels through capping of
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:32:In addition to the risk assessment, an MMP will be required detailing where soils where excavated from,
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:33: Soil Sampling
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:33:sections, soils shall be collected from each subsection and homogenised in order to create the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:36: Ensure that concentrations of asbestos Composite soil samples do not exceed the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:36: within soils within the uppermost 0.1m of Remediation Criteria. Samples collected at
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:36: Composite soil samples do not exceed the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:36: Ensure that soils remaining in-situ do not One sample per 25 linear metres of
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:36: Soil samples collected at a frequency of
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37: Composite soil samples collected at a
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37:7.3.8.1 Management of Contaminated Soils
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37:should comprise placement of protective cover layers in areas, where contaminants in soils are
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37: Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37:Where soils are visibly impacted with NAPL or onsite screening / testing indicated the presence of NAPL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37:to control potential dust generation. Soils containing asbestos in excess of the reuse criteria will not be
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37:subject to mechanical screening where free fibres have been detected or are suspected. All soils
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37:containing asbestos will be managed by maintaining mist sprays to keep the soils wet whilst handled
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:38:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:38:below the reuse threshold soils may be reused as infill to excavation voids at depths below 0.6 m of
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:41:Connector the engineering design for the new route will need to consider the condition of soil and or
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:43: Field screening / onsite analysis of soil samples;
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:43: On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:43: Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:75: Description 5 Soil samples, 7 Leachate samples.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688424 ATK_TP_001 3 0.60 ATK_TP_001_0060 SOIL Amosite Small bundles of Amosite present Jordan Eadington
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688425 ATK_TP_003 3 1.00 ATK_TP_003_0100 SOIL NAD none Jordan Eadington
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688426 ATK_TP_007 6 0.90 ATK_TP_007_0090 SOIL NAD none Jordan Eadington
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688427 ATK_TP_009 3 0.50 ATK_TP_009_0050 SOIL NAD none Jordan Eadington
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:87:1688428 ATK_TP_011 3 0.90 ATK_TP_011_0090 SOIL NAD none Jordan Eadington
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688424 ATK_TP_001 0.60 SOIL 19/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688425 ATK_TP_003 1.00 SOIL 18/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688426 ATK_TP_007 0.90 SOIL 16/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688427 ATK_TP_009 0.50 SOIL 17/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:1688428 ATK_TP_011 0.90 SOIL 17/06/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:88:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:94: ANC is a measure of the buffering capacity of soils and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:94: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: BS1377:1990 – Soils for Civil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: 1001 Preparation of potentially contaminated soils prior to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: This method outlines the procedure used to describe soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: Content of Soil BS 1377:1990
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:95: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:96:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:96: soils and loose aggregates. HSE
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:96: Organic matter in soil is oxidised with potassium
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:96: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: The carbonate present in the soil reacts with a known
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: The chloride in the soil is dissolved in water and the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: 2006 of Soil & Chloride MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:97: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98:DETSC pH Value of Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: The electrical conductance of a soil suspension in water or
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: 2009 In some cases, the soil may need to be extracted with an WEF
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: Soil & Water
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: soil in saturated calcium sulphate.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: Dried, ground soil is transferred to a dry, tared measuring
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: 2019 Soil Density contents are then weighed and the density of the soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:99: sulphide in soils and similar matrices
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:99: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:99: Soils: 10mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:99: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101: Formaldehyde in soil is extracted in water, with a water to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101: soil ratio of 10:1. The insoluble residue is removed by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101: Liquid samples and aqueous soil extracts are filtered
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:101:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:102: The sulphate and magnesium in the soil are extracted in an
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:102: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:102: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:102: Soil samples are treated with phosphoric acid to expel any
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: 2119 Ammonia in Soil MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: Soil: 0.2mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:103: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:104: Soils mg/kg:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:106: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:108: Metals in Soil by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:108: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:108: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:108: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:109: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: Sulphur compounds in soil are extracted using aqua regia
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: 2320 Soil by ICP
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: content of Soil by 0.01%
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110: Sulphur compounds in soil are extracted using aqua regia
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:110:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: The mercury is extracted from soil in aqua regia with
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: Mercury in Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: Soils are air-dried and crushed before being subjected to a
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111:DETSC Extraction. Soil: 100µg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111: Soils, waters and aqueous samples are tested on an as-
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:111:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:112: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:112: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:112: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:112: Matter in Soil The Determination of Material
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soils are extracted in dichloromethane (DCM) by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: National Grid Property Holdings Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Section 3.12 Soil Analysis: Elemental Water:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Waters and aqueous extracts of soils are extracted using
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soil mg/kg:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: are extracted from soil and water using n-Hexane. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soils and associated materials are extracted in
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soils are extracted into hexane: acetone by shaking. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:113: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: The PAHs in the soil sample are extracted into hexane:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: 10 mg/kg Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:114: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115:DETSC USEPA Method 8015B – Non- Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115: BTEX, MTBE and PRO in soils are determined via
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115:DETSC PRO in Soils by MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115: An as-received soil sample is extracted in Hexane:Acetone
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:115:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:117: The SVOCs in the soil sample are extracted into DCM:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:117: Soils by GCMS the appropriate internal standard mass peak area.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:118: 5008 Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:121: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:4: Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils 108
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:6: identified within the soil with the potential to impact groundwater quality. Based on the low
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:6: contaminants were identified within the soil with the potential to impact surface water quality.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:7:preparation and the temporary storage of soils.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:7:unacceptable risk from, or being adversely affect by, unacceptable levels of soil, air, water or noise pollution
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:8: Specialists/Contaminated Land: Applications in Real Environments (EIC/AGS/CL:AIRE, 2009). Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:9: Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:25: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:25: Wood Comment: Lead in soil exceeded the current GAC for commercial end use of 2,300mg/kg. This
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:25: Soil and Groundwater
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:25: Soils: Fill materials across the site are typically characterised by alkaline pH and elevated
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:25: While zinc was below the GAC elevated zinc concentrations were detected which could lead to soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:26: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:26: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:27: There was evidence of localised hydrocarbon contamination in soil and groundwater within the
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:41: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:41: Enviros investigation (2004) had a limited soils analysis dataset for the Grangetown Prairie site as
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:42: Enviros investigations (2008) analysed 32 soil samples for heavy metals. One sample exceeded the
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:42: Shadbolt Environmental investigations (2011) analysed 35 soil samples, with results compared to
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:43: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:43: five soil samples. Visual and olfactory evidence of hydrocarbons was encountered, in trial pits, and
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: soils
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: A total of 35 soil samples were analysed for a suite of potential contaminants including metals, pH
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:45: Chemical analysis results of soils were compared with GACs for commercial/ industrial end use. A
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:45: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:45: Soil analysis results were compared with GACs for commercial/industrial land use.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:45: organic contaminants in soils, the results were all below the GAC for commercial/industrial end
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:46: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:47: locally. Concentrations of BTEX compounds in soils were less than the GACs used (SGVs) for
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:83: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:83: CH2M Hill reassessed the data acquired by Enviros in 2004, and assessed soil data based on
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:84: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:85: Soil
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:85: Based on the findings of the HRA, TATA proposed that the site be capped with 1m of soils,
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:93: buildings and industrial present to surface or in shallow soil.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: tanks and South hydrocarbons users ingestion, inhalation of dusts, (Medium)] Naphthalene and TPH identified in soil near the
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: pH, cyanides, supply (Medium) Naphthalene .and TPH identified in soil near the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Selection of Soil GAC ………………………………………………………………………………………………………..31
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Soil Risk Assessment ……………………………………………………………………………………………………….. 32
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Asbestos in Soil ……………………………………………………………………………………………………………….. 34
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….34
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Soil Leachate …………………………………………………………………………………………………………………… 38
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:6:GQRA – Summary of Soil Screen
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:6:GQRA – Summary of Soil Leachate Screen
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:18: constituent although often still present within the soil matrix.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:29:With the exception of hexavalent chromium, the metals analysed were detected in the majority of the soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:29:higher in slag dominant made ground. Soil samples ranged from alkaline 9.7 (slag dominant Made Ground) to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:29:and lower than the corresponding soil samples.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:30:Concentrations of TPH were detected above the MDL in approximately half of soil samples. The following
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:32:Low levels of VOC, SVOC, and PCBs were measured infrequently in soil samples.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33: relation to soil would be considered active. Given the likely depth to groundwater (approximately 2 to 3m
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Direct contact pathways with soils could be active throughout a potential redevelopment; typical mitigation
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37: Selection of Soil GAC
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37: A. Vapour inhalation of indoor and outdoor air from volatile contamination in soils, (potential CoC
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38:Soil organic matter recorded in 117No. soil samples obtained from the site ranged from 0.4 to 14%. The organic
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38:end use assuming a soil organic matter (SOM) content of 1% (suitably conservative).
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38:The selected human health GAC for soil are presented in Appendix E:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38: Soil Risk Assessment
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:38:Contaminant concentrations in soil samples have been compared with the soil GAC in Appendix E.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:recorded below the method detection limit (MDL) in all soil samples.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:recorded concentrations in soil for all contaminants are listed in Appendix E.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:Contaminant concentrations in soil samples collected as part of historical site investigations have been
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:39:compared with the soil GAC in Appendix E. Contaminants which were measured in excess of the GAC are
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40: Asbestos in Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:A total of 117No. soils samples were screened by polarised light microscopy in accordance with HSG248 for
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:The presence of quantifiable levels of asbestos in soil warrants further consideration. Asbestos in shallow soils
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40: Qualitative Risk Assessment for Substances in Soil without GACs
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:do not have a GAC available, the majority were recorded at less than the MDL in all soil samples. Based on a
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:sulphur are present naturally in soil and some are biologically required nutrients. They may be elevated above
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:natural levels where slag and other steelmaking wastes are incorporated into soil due to the site’s former use,
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:Carbazole was detected above MDL in 12 of 23 soil samples analysed. It is indicative of incomplete combustion
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:contaminant in the soil samples and that the maximum concentration measured in several orders of magnitude
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:growing medium and some form of capping with “clean” soil is likely to be incorporated into the development.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:42:Concentrations of arsenic were measured in one soil sample above the GAC protective of human health via
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:42:concentrations measured in excess of the GAC for human health were in soil sampled from Granular Made
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:42:of PCBs, PAHs and carbazole in soil via the vapour inhalation pathway – driven by vapour intrusion (pollutant
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:concentration of naphthalene was identified in soil associated with a pipe containing tar. Material of this nature
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:VOC have been measured above MDL in soil and compared to USEPA GAC, this does not assess the risk via
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:Asbestos fibres were identified in 31 No. soil samples. Asbestos is potentially hazardous when inhaled and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:therefore pollutant linkage D (inhalation of dust) is considered potentially active as surface soils may become
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:44: Soil Leachate
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:44:The results of 24No. soil leachate tests were compared to the WQS as shown in Appendix F. Contaminant
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:48:the customer’s tap for DWS), direct comparison with soil leachate results is a conservative assessment as it
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:Concentrations of petroleum hydrocarbons, phenol, VOC or SVOC measured in soil samples are above the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:criteria for unprotected PE water pipes with between 8% (phenol) and 47.6% (SVOCs) of soil samples in
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:Potential risks to human health from a range of contaminants measured in shallow soils (Made Ground
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:were measured in excess of the GAC in soil and the risk to human health from concentrations of total cyanide
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:½ were quantified at <0.001% but the remainder were quantified to 0.02 % by mass. Asbestos in shallow soils
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:Exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples and groundwater
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:are generally consistent with soil and soil leachate analysis results indicating that some leaching is occurring
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56: asbestos fibres identified in the Made Ground and for soils containing CoC in excess of screening
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:57: monitoring of shallow soils should carried out prior to redevelopment to quantify the ground gas risk
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:2: Soil Source
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:3:Title: Prairie - Exceedences of Soil Screening
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:4: Soil Source
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14: Methods of Test for Soils for Civil Engineering Purposes
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:Representative samples of soil, water and rock were obtained from the exploratory holes and were taken to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:one soil sample was taken from locations across the site. These are shown on the Exploratory Hole Location
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:21:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22: symbols for soil and rock.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:25:Main Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:26:ES Environmental soil sample.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:26:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:28: Soils
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:28:Note: Composite soil types will be
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663605 PRAIRIE_AUK_TP132 4 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663606 PRAIRIE_AUK_TP131 5 1.80 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663734 PRAIRIE_AUK_TP101 5 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663735 PRAIRIE_AUK_TP101 9 2.20 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663736 PRAIRIE_AUK_TP104 5 1.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663737 PRAIRIE_AUK_TP105 11 2.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1663978 PRAIRIE_AUK_BH104 1 5.50 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665133 PRAIRIE_AUK_TP172 3 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665134 PRAIRIE_AUK_TP175 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665135 PRAIRIE_AUK_TP175 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665136 PRAIRIE_AUK_TP178 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665137 PRAIRIE_AUK_BH106 1 5.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665138 PRAIRIE_AUK_TP107 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665139 PRAIRIE_AUK_TP107 11 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665140 PRAIRIE_AUK_TP108 5 1.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665141 PRAIRIE_AUK_TP108 8 2.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665142 PRAIRIE_AUK_TP113 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665286 PRAIRIE_AUK_BH103 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665288 PRAIRIE_AUK_TP115 6 1.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665290 PRAIRIE_AUK_TP122 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665291 PRAIRIE_AUK_TP123 3 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665292 PRAIRIE_AUK_TP185 5 4.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665293 PRAIRIE_AUK_TP186 3 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665295 PRAIRIE_AUK_TP188 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665450 PRAIRIE_AUK_TP121 4 1.50 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665451 PRAIRIE_AUK_TP138 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:84:1665452 PRAIRIE_AUK_TP149 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665453 PRAIRIE_AUK_TP168 1 0.05 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665454 PRAIRIE_AUK_TP173 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665455 PRAIRIE_AUK_SURFACE1 1 PRAIRIE_AUK_S SOIL NAD none D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665588 PRAIRIE_AUK_TP114 6 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665589 PRAIRIE_AUK_TP124 5 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665590 PRAIRIE_AUK_TP174 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665591 PRAIRIE_AUK_TP174 6 1.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665592 PRAIRIE_AUK_TP176 3 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665593 PRAIRIE_AUK_TP177 2 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665594 PRAIRIE_AUK_TP189 7 3.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665610 PRAIRIE_AUK_TP179 4 1.40 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665611 PRAIRIE_AUK_TP179 7 2.00 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665612 PRAIRIE_AUK_TP181 3 0.60 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665613 PRAIRIE_AUK_TP182 3 0.90 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665990 PRAIRIE_AUK_TP145 4 1.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665991 PRAIRIE_AUK_TP146C 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665992 PRAIRIE_AUK_TP156A 2 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665993 PRAIRIE_AUK_TP162 3A 1.70 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665994 PRAIRIE_AUK_TP180 3 0.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1665995 PRAIRIE_AUK_TP163 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666343 PRAIRIE_AUK_TP135 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666344 PRAIRIE_AUK_TP136 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666345 PRAIRIE_AUK_TP136 10 2.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666346 PRAIRIE_AUK_TP165 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666347 PRAIRIE_AUK_TP167 6 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666348 PRAIRIE_AUK_TP169 3 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:85:1666610 PRAIRIE_AUK_BH108 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666611 PRAIRIE_AUK_TP139B 3 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666612 PRAIRIE_AUK_TP139B 6 3.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666613 PRAIRIE_AUK_TP148A 5 1.40 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666614 PRAIRIE_AUK_TP150 3 1.50 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666615 PRAIRIE_AUK_TP159 3 0.60 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1666616 PRAIRIE_AUK_TP190A 3 1.10 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667231 PRAIRIE_AUK_BH105 1 3.00 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667232 PRAIRIE_AUK_TP126 5 2.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667233 PRAIRIE_AUK_TP128 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile small bundles of Chrysotile Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667234 PRAIRIE_AUK_TP129 4A 2.10 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667235 PRAIRIE_AUK_TP130 4A 1.00 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667236 PRAIRIE_AUK_TP147 4 1.50 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667237 PRAIRIE_AUK_TP158 3 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667238 PRAIRIE_AUK_TP157 2 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667501 PRAIRIE_AUK_TP120A 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile bundles present Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667502 PRAIRIE_AUK_TP134 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667503 PRAIRIE_AUK_TP134 6 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667504 PRAIRIE_AUK_TP161 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667505 PRAIRIE_AUK_TP166 3 0.45 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667506 PRAIRIE_AUK_TP166 8 1.20 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667507 PRAIRIE_AUK_TP171 3 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1667508 PRAIRIE_AUK_TP187 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1668118 PRAIRIE_AUK_BH110 1 3.00 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1668119 PRAIRIE_AUK_TP102 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1668120 PRAIRIE_AUK_TP102 11 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:86:1668121 PRAIRIE_AUK_TP103 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668122 PRAIRIE_AUK_TP109 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668123 PRAIRIE_AUK_TP110 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668124 PRAIRIE_AUK_TP110 7 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668125 PRAIRIE_AUK_TP111 4 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668126 PRAIRIE_AUK_TP112 4 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668127 PRAIRIE_AUK_TP119 3 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668128 PRAIRIE_AUK_TP119 7 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668129 PRAIRIE_AUK_TP133 2 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668130 PRAIRIE_AUK_TP152 6 2.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668131 PRAIRIE_AUK_TP153 4 1.10 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668132 PRAIRIE_AUK_TP154 3 0.85 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668133 PRAIRIE_AUK_TP155 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668134 PRAIRIE_AUK_TP160 4 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668135 PRAIRIE_AUK_TP170 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668557 PRAIRIE_AUK_TP164 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668558 PRAIRIE_AUK_TP164 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668559 PRAIRIE_AUK_TP184 2 0.30 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668560 PRAIRIE_AUK_TP106 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668561 PRAIRIE_AUK_TP116 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:87:1668562 PRAIRIE_AUK_TP117 8 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
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R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:102: SOIL
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R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:102: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:102: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:102: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:103: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:103: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:105: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:105:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:105:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:111: ANC is a measure of the buffering capacity of soils and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:111: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: BS1377:1990 – Soils for Civil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: 1001 Preparation of potentially contaminated soils prior to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: This method outlines the procedure used to describe soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: Content of Soil BS 1377:1990
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:112: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:113:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:113: soils and loose aggregates. HSE
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:113: Organic matter in soil is oxidised with potassium
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:113: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: The carbonate present in the soil reacts with a known
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: The chloride in the soil is dissolved in water and the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: 2006 of Soil & Chloride MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:114: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115:DETSC pH Value of Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: The electrical conductance of a soil suspension in water or
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: 2009 In some cases, the soil may need to be extracted with an WEF
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: Soil & Water
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: soil in saturated calcium sulphate.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: Dried, ground soil is transferred to a dry, tared measuring
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: 2019 Soil Density contents are then weighed and the density of the soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:116: sulphide in soils and similar matrices
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:116: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:116: Soils: 10mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:116: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118: Formaldehyde in soil is extracted in water, with a water to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118: soil ratio of 10:1. The insoluble residue is removed by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118: Liquid samples and aqueous soil extracts are filtered
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:118:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:119: The sulphate and magnesium in the soil are extracted in an
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:119: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:119: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:119: Soil samples are treated with phosphoric acid to expel any
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: 2119 Ammonia in Soil MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: Soil: 0.2mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:120: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:121: Soils mg/kg:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:123: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:125: Metals in Soil by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:125: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:125: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:125: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:126: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: Sulphur compounds in soil are extracted using aqua regia
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: 2320 Soil by ICP
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: content of Soil by 0.01%
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127: Sulphur compounds in soil are extracted using aqua regia
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:127:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: The mercury is extracted from soil in aqua regia with
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: Mercury in Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: Soils are air-dried and crushed before being subjected to a
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128:DETSC Extraction. Soil: 100µg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128: Soils, waters and aqueous samples are tested on an as-
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:128:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:129: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:129: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:129: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:129: Matter in Soil The Determination of Material
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soils are extracted in dichloromethane (DCM) by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: National Grid Property Holdings Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Section 3.12 Soil Analysis: Elemental Water:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Waters and aqueous extracts of soils are extracted using
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soil mg/kg:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: are extracted from soil and water using n-Hexane. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soils and associated materials are extracted in
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soils are extracted into hexane: acetone by shaking. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:130: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: The PAHs in the soil sample are extracted into hexane:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: 10 mg/kg Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:131: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132:DETSC USEPA Method 8015B – Non- Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132: BTEX, MTBE and PRO in soils are determined via
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132:DETSC PRO in Soils by MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132: An as-received soil sample is extracted in Hexane:Acetone
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:132:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:134: The SVOCs in the soil sample are extracted into DCM:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:134: Soils by GCMS the appropriate internal standard mass peak area.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:135: 5008 Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:138: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148: Methods of Test for Soils for Civil Engineering Purposes
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148: BS EN ISO 14688-1:2018 & 14688-2:2018 Identification and Classification of Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:Representative samples of soil and road core were obtained from the exploratory holes and were taken to the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:155:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Legend A graphical representation of the materials encountered using BS 5930:2015 recommended symbols for soil and rock.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:2015
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:159:Main Engineering description of each individual soil or rock type follows recommendations outlined in BS5930:2015.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:160:ES Environmental soil sample.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:160:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:162: Soils
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:162:Note: Composite soil types will be
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Soil ……………………………………………………………………………………………………………………………………… 7
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Human Health Soil Risk Assessment ………………………………………………………………………………….. 11
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Asbestos in Soil ………………………………………………………………………………………………………………..11
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:7: • Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:Additional soil sampling has been undertaken by AEG on behalf of Atkins in the western area of the site. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:results of the soil sampling in full are presented in AEG 2020 and briefly discussed in Section 3.1.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12: Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:No non-aqueous phase liquid (NAPL) was identified on soil in the twelve additional trial pits progressed.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:Asbestos was identified in one soil sample (ATK_TP_001_0060) of the 12No. additional samples analysed
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:measured in 3 of the 5 soil samples and analysed. The measured concentrations were in line with Arcadis
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16: Human Health Soil Risk Assessment
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:Contaminant concentrations in the additional soil samples have been compared with the soil assessment
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:Of the additional soil samples collected concentrations of arsenic were identified above the applicable GAC.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:below the method detection limit (MDL) in all additional soil samples.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:sulphate and sulphur can be present naturally in soil. Their typically low toxicity is likely to mean these
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:for free cyanide for a conservative estimate of risk. Total cyanide measured in soil sampled from
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:consideration. Free cyanide has been identified above the MDL in two of the additional soil samples collected
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16: Asbestos in Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:A total of 5No. additional soils samples were screened by polarised light microscopy in accordance with
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:16:2020a. Asbestos in shallow soils in areas without buildings or hardstanding has the potential to become
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:Comparison of concentrations of CoC measured in the additional soil samples collected as part of the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:press, will further assess the risk to human health from concentrations of free cyanide measured in soil from
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37: Methods of Test for Soils for Civil Engineering Purposes
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37: BS EN ISO 14688-1:2002 & 14688-2:2004 Identification and Classification of Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37:size, lithological nature, and numbers per unit volume of ground cobbles and boulders in soil types such as
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:Representative samples of soil, water and rock were obtained from the exploratory holes and were taken to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:one soil sample was taken from locations across the site. These are shown on the Exploratory Hole Location
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:44:The primary purpose of ground investigation exploratory holes is to probe the stratified sequences of soil and/or rock. From the results of these probings
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Reduced Level The corresponding reduced level of each soil or rock boundary in metres Ordnance Datum.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45: symbols for soil and rock.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Depth (Thickness) The depth below ground level of each soil or rock boundary in metres and the thickness of each individual stratigraphic unit
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Description Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:48:Main Engineering description of each individual soil or rock type follows recommendations outlined in Section 6 of BS 5930:1999
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:49:ES Environmental soil sample.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:49:C Denotes SPT test using a solid cone in preference to the split barrel sampler (usually in coarse granular soil) with all
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:51: Soils
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:51:Note: Composite soil types will be
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:25: Description 120 Soil samples, 24 Leachate samples, 42 Water samples.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663605 PRAIRIE_AUK_TP132 4 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663606 PRAIRIE_AUK_TP131 5 1.80 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663734 PRAIRIE_AUK_TP101 5 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663735 PRAIRIE_AUK_TP101 9 2.20 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663736 PRAIRIE_AUK_TP104 5 1.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663737 PRAIRIE_AUK_TP105 11 2.50 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1663978 PRAIRIE_AUK_BH104 1 5.50 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665133 PRAIRIE_AUK_TP172 3 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665134 PRAIRIE_AUK_TP175 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665135 PRAIRIE_AUK_TP175 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665136 PRAIRIE_AUK_TP178 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665137 PRAIRIE_AUK_BH106 1 5.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665138 PRAIRIE_AUK_TP107 6 1.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665139 PRAIRIE_AUK_TP107 11 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665140 PRAIRIE_AUK_TP108 5 1.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665141 PRAIRIE_AUK_TP108 8 2.00 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665142 PRAIRIE_AUK_TP113 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665286 PRAIRIE_AUK_BH103 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665288 PRAIRIE_AUK_TP115 6 1.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665290 PRAIRIE_AUK_TP122 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665291 PRAIRIE_AUK_TP123 3 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665292 PRAIRIE_AUK_TP185 5 4.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665293 PRAIRIE_AUK_TP186 3 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665295 PRAIRIE_AUK_TP188 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665450 PRAIRIE_AUK_TP121 4 1.50 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665451 PRAIRIE_AUK_TP138 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in microscopic D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:172:1665452 PRAIRIE_AUK_TP149 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665453 PRAIRIE_AUK_TP168 1 0.05 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665454 PRAIRIE_AUK_TP173 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present as fibre D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665455 PRAIRIE_AUK_SURFACE1 1 PRAIRIE_AUK_S SOIL NAD none D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665588 PRAIRIE_AUK_TP114 6 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665589 PRAIRIE_AUK_TP124 5 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665590 PRAIRIE_AUK_TP174 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665591 PRAIRIE_AUK_TP174 6 1.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665592 PRAIRIE_AUK_TP176 3 0.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665593 PRAIRIE_AUK_TP177 2 0.60 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665594 PRAIRIE_AUK_TP189 7 3.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665610 PRAIRIE_AUK_TP179 4 1.40 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665611 PRAIRIE_AUK_TP179 7 2.00 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665612 PRAIRIE_AUK_TP181 3 0.60 PRAIRIE_AUK_TP SOIL NAD none D Wilkinson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665613 PRAIRIE_AUK_TP182 3 0.90 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665990 PRAIRIE_AUK_TP145 4 1.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665991 PRAIRIE_AUK_TP146C 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665992 PRAIRIE_AUK_TP156A 2 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665993 PRAIRIE_AUK_TP162 3A 1.70 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665994 PRAIRIE_AUK_TP180 3 0.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1665995 PRAIRIE_AUK_TP163 3 1.20 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666343 PRAIRIE_AUK_TP135 5 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666344 PRAIRIE_AUK_TP136 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666345 PRAIRIE_AUK_TP136 10 2.90 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666346 PRAIRIE_AUK_TP165 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666347 PRAIRIE_AUK_TP167 6 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666348 PRAIRIE_AUK_TP169 3 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:173:1666610 PRAIRIE_AUK_BH108 1 2.50 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666611 PRAIRIE_AUK_TP139B 3 0.30 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666612 PRAIRIE_AUK_TP139B 6 3.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666613 PRAIRIE_AUK_TP148A 5 1.40 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666614 PRAIRIE_AUK_TP150 3 1.50 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666615 PRAIRIE_AUK_TP159 3 0.60 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1666616 PRAIRIE_AUK_TP190A 3 1.10 PRAIRIE_AUK_TP SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667231 PRAIRIE_AUK_BH105 1 3.00 PRAIRIE_AUK_B SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667232 PRAIRIE_AUK_TP126 5 2.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667233 PRAIRIE_AUK_TP128 3 0.90 PRAIRIE_AUK_TP SOIL Chrysotile small bundles of Chrysotile Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667234 PRAIRIE_AUK_TP129 4A 2.10 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667235 PRAIRIE_AUK_TP130 4A 1.00 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667236 PRAIRIE_AUK_TP147 4 1.50 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667237 PRAIRIE_AUK_TP158 3 1.30 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667238 PRAIRIE_AUK_TP157 2 0.80 PRAIRIE_AUK_TP SOIL Amosite Amosite present as fibre bundles Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667501 PRAIRIE_AUK_TP120A 3 1.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile bundles present Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667502 PRAIRIE_AUK_TP134 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667503 PRAIRIE_AUK_TP134 6 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667504 PRAIRIE_AUK_TP161 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667505 PRAIRIE_AUK_TP166 3 0.45 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667506 PRAIRIE_AUK_TP166 8 1.20 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667507 PRAIRIE_AUK_TP171 3 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1667508 PRAIRIE_AUK_TP187 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1668118 PRAIRIE_AUK_BH110 1 3.00 PRAIRIE_AUK_B SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1668119 PRAIRIE_AUK_TP102 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1668120 PRAIRIE_AUK_TP102 11 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:174:1668121 PRAIRIE_AUK_TP103 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668122 PRAIRIE_AUK_TP109 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668123 PRAIRIE_AUK_TP110 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668124 PRAIRIE_AUK_TP110 7 2.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668125 PRAIRIE_AUK_TP111 4 1.50 PRAIRIE_AUK_TP SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668126 PRAIRIE_AUK_TP112 4 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668127 PRAIRIE_AUK_TP119 3 1.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668128 PRAIRIE_AUK_TP119 7 2.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668129 PRAIRIE_AUK_TP133 2 0.50 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668130 PRAIRIE_AUK_TP152 6 2.00 PRAIRIE_AUK_TP SOIL Chrysotile Chrysotile present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668131 PRAIRIE_AUK_TP153 4 1.10 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668132 PRAIRIE_AUK_TP154 3 0.85 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668133 PRAIRIE_AUK_TP155 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668134 PRAIRIE_AUK_TP160 4 0.75 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668135 PRAIRIE_AUK_TP170 4 1.00 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668557 PRAIRIE_AUK_TP164 3 0.70 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668558 PRAIRIE_AUK_TP164 5 1.30 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668559 PRAIRIE_AUK_TP184 2 0.30 PRAIRIE_AUK_TP SOIL Amosite Amosite present in bundles Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668560 PRAIRIE_AUK_TP106 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668561 PRAIRIE_AUK_TP116 3 1.30 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668562 PRAIRIE_AUK_TP117 8 3.00 PRAIRIE_AUK_TP SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668563 PRAIRIE_AUK_TP118 3 1.20 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668564 PRAIRIE_AUK_TP127 3 0.30 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668565 PRAIRIE_AUK_TP127A 3 2.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668566 PRAIRIE_AUK_TP140 3 1.00 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668567 PRAIRIE_AUK_TP141 4 2.00 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668568 PRAIRIE_AUK_TP142 3 0.90 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:175:1668569 PRAIRIE_AUK_TP142 4 1.50 PRAIRIE_AUK_TP SOIL U/S U/S U/S
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668570 PRAIRIE_AUK_TP143 3 0.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668571 PRAIRIE_AUK_TP143 6 1.60 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668572 PRAIRIE_AUK_TP151 5 1.20 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668657 PRAIRIE_AUK_TP139 4 1.10 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1668869 PRAIRIE_AUK_TP144 3 0.80 PRAIRIE_AUK_TP SOIL Chrysotile Bundles of Chrysotile fibres Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1669251 PRAIRIE_AUK_TP112 7 2.10 PRAIRIE_AUK_TP SOIL NAD none Lee Kerridge
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1670142 PRAIRIE_AUK_TP194A 1 1.40 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1670143 PRAIRIE_AUK_TP196A 1 1.40 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1670144 PRAIRIE_AUK_TP201 1 3.60 PRAIRIE_AUK_TP SOIL NAD none Joanne Luscombe
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1670502 PRAIRIE_AUK_TP193 1 0.80 PRAIRIE_AUK_TP SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1675450 PRAIRIE_AUK_BH101 1 3.00 PRAIRIE_AUK_B SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1675451 PRAIRIE_AUK_BH107 1 3.00 PRAIRIE_AUK_B SOIL NAD none Keith Wilson
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:176:1700277 PRAIRIE_AUK_SW4 1 0.00 PRAIRIE_AUK_S SOIL NAD none D Wilkinson
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:1:Solvent extraction, air sparging, soil vapour extraction (SVE) and dual phase SVE have not been carried
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:1:asbestos. Soil flushing, surface amendments or soil washing are not appropriate for asbestos contamination.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:1:Exposure pathways for commercial/industrial end use include direct soil and indoor dust ingestion, skin
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:1:contact with soils and dusts, and inhalation of dust and vapours. As it is not pragmatic to remove all
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:3: S = Soils, Made Ground and sediments Volatile Pesticides
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:3: Chemical Soil flushing S S S S S
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:3: Soil vapour extraction (SVE) S S S
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:3: Soil washing S S S S S S S S
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:4: CL4 hard surfacing to break pathway Protection against aggressive soils will be health. cost is high to very high and not viable
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:7:Site won and imported clean cover soils will be placed under a controlled methodology, mainly driven by
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:7:the arisings to ensure they are in keeping with the soil chemistry in the shallow Made Ground and do not
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:8:Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:12:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:12:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:119: Likelihood possible under in soils at depths >1m in a residential garden, or 0.5-1.0m in
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:119: present and in the right place which means that it in soils at depths of 0.5-1.0m in a residential garden, or the
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:119: Likelihood appear very likely in the short-term and almost in soils in the top 0.5m in a residential garden.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:1: Sample Type SOIL SOIL SOIL SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:2: Sample Type SOIL SOIL SOIL SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:3: Sample Type SOIL SOIL SOIL SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:4: Sample Type SOIL SOIL SOIL SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:5: Sample Type SOIL SOIL SOIL SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:6: Sample Type SOIL SOIL SOIL SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:7: Sample Type SOIL SOIL SOIL SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:8: Sample Type SOIL SOIL SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:9: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: 0.00 SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:10: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:11: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:12: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
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R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
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R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
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R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
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R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:13: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:14: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:14: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:14: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:14: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:14: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:14: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:14: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:14: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:15: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:15: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:17: SOIL
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:17:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:17:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:23: ANC is a measure of the buffering capacity of soils and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:23: Capacity of Soils analysis begins. Analysis is performed by the addition of waste – Leaching behaviour tests –
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: BS1377:1990 – Soils for Civil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: 1001 Preparation of potentially contaminated soils prior to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: This method outlines the procedure used to describe soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24:DETSC Description of Soil samples with respect to basic type, predominant colour and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24:DETSC Stone and Glass/Metal/Plastic content of soil samples. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: Content of Soil BS 1377:1990
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:24: Drying of Soil 105ºC. The procedure is carried out during the sample
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:25:DETSC asbestos in soils, by the client’s requirements as determined by contract Detailed Gravimetric
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:25: soils and loose aggregates. HSE
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:25: Organic matter in soil is oxidised with potassium
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:25: 2002 content of soil using diphenylamine as an external indicator. The organic MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: Soil is ignited at 440C and the amount of sample lost on BS1377 : Part 3 : 1990 Method 4
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: The sulphate in the soil is dissolved in dilute hydrochloric BS1377 : Part 3 : 1990 Method 5
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: 2004 of Soil and Water Waters are also filtered prior to analysis. The sulphate in MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: The carbonate present in the soil reacts with a known
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: of soil by Rapid acid remaining after the reaction is determined by titration 1% UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: The chloride in the soil is dissolved in water and the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26:DETSC Chloride Content BS1377 : Part 3 : 1990 Method 7.2 Soil: 0.01% UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: 2006 of Soil & Chloride MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:26: 2007 of Soil and excess of standard silver nitrate. The excess silver nitrate is
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: The pH value of a soil suspension in water or a BS1377: Part 3: 1990 – Soils for Civil Waters)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27:DETSC pH Value of Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: The electrical conductance of a soil suspension in water or
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: 2009 In some cases, the soil may need to be extracted with an WEF
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: Soil & Water
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: soil in saturated calcium sulphate.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: Dried, ground soil is transferred to a dry, tared measuring
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: 2019 Soil Density contents are then weighed and the density of the soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:28: sulphide in soils and similar matrices
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:28: Hydrogen sulphide is liberated by acidification of the The determination of easily liberated Soils:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:28: Soils: 10mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:28: Sulphide in Soil The hydrogen sulphide produced is carried over with the samples following acid steam MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30: Formaldehyde in soil is extracted in water, with a water to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30: soil ratio of 10:1. The insoluble residue is removed by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30:DETSC Formaldehyde in particulates in suspension. spectrophotometry – Method 3500, Soil: 0.2mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30: Liquid samples and aqueous soil extracts are filtered
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:30:DETSC and Aqueous Soil affinity for the active sites of the column packing material. of Water and Wastewater Section 4110 Soil: 1.0 mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:31: The sulphate and magnesium in the soil are extracted in an
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:31: Sulphate and aqueous extract having water: soil ratio of 2:1 and the Sulphate:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:31: of Soil by ICP- Emission Spectroscopy (ICP-OES). The wavelengths used Magnesium:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:31: Soil samples are treated with phosphoric acid to expel any
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: 2119 Ammonia in Soil MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: Total Kjeldahl colorimetrically either using the UV/vis spectrophotometer Soil: 0.01%
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: 2121 of Soils and Ammonia reacts with hypochlorite ions generated by the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: Boron in soil is extracted in boiling saline water. Grid Property Holdings) - Guidance for
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: Soil: 0.2mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:32: Boron in Soil & The water soluble boron in the extract or filtrate reacts associated sites (Part I) (Version 3)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:33: Soils mg/kg:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:35: Chromium in Soil reacts with diphenylcarbizide in acid solution and 1mg/kg Not Accredited
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:37: Metals in Soil by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:37: Metals in soil are extracted using aqua regia and their As, Be Cu, Ni =0.2, UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:37: Any metals not listed can be determined but are not Pb=0.3, Fe=1200, (All soils listed
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:37: accredited under UKAS or MCERTS for soils. Se=0.5, V=0.8, except Fe)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:38: Soil (By methodologies. The zinc equivalent is a measure of the n/a n/a Not Accredited
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: Sulphur compounds in soil are extracted using aqua regia
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: 2320 Soil by ICP
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: content of Soil by 0.01%
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39: Sulphur compounds in soil are extracted using aqua regia
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:39:DETSC The sulphate in the soil is extracted in dilute hydrochloric
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: The mercury is extracted from soil in aqua regia with
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: Mercury in Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: particulates and diluted to volume. Treatment with tin (II) Method for Mercury in Sludge, Soils 0.05 mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: Soils are air-dried and crushed before being subjected to a
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40:DETSC Extraction. Soil: 100µg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40: Soils, waters and aqueous samples are tested on an as-
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:40:DETSC using argon and the released elemental mercury is trapped. Soil: 0.6µg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:41: Both inorganic solutions (Containing inorganic salts such Bioaccessibility Assay for Lead in Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:41: Metals in Soils with enzymes to produce 4 Synthetic digestive fluids BGS Chemical& Biological Hazards
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:41: Soil samples are extracted with a water-immiscible solvent Cyclohexane:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:41: Matter in Soil The Determination of Material
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soils are extracted in dichloromethane (DCM) by
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: National Grid Property Holdings Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Elemental Sulphur (HPLC) with UV detection using a C18 (e.g. 250mm x Soil: 0.75mg/kg
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: in Soils and 4.6mm) column and a mobile phase composed of 95%
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Section 3.12 Soil Analysis: Elemental Water:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Waters and aqueous extracts of soils are extracted using
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soil mg/kg:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: are extracted from soil and water using n-Hexane. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: National Grid Property Holdings AL12-16 =1.2 Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soils and associated materials are extracted in
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42:DETSC PAH in Soil by “Speciated PAH”, specified in terms of the 16 US EPA UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soils are extracted into hexane: acetone by shaking. The
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:42: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: The PAHs in the soil sample are extracted into hexane:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: Soils by GC-MS Compounds by Gas Chromatography – PAH
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: 10 mg/kg Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:43: (EPH) in Soil, calibration standards and n-alkane markers to establish the USEPA Method 8015B – Non-
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44:DETSC USEPA Method 8015B – Non- Soil:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44: BTEX, MTBE and PRO in soils are determined via
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44:DETSC PRO in Soils by MCERTS(Soils)
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44: An as-received soil sample is extracted in Hexane:Acetone
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:44:DETSC PCBs in Soils by 101=1.32 PCB UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:46: The SVOCs in the soil sample are extracted into DCM:
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:46: Soils by GCMS the appropriate internal standard mass peak area.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:47: 5008 Soil
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:50: by Atomic the resulting solution with tin (II) chloride reduces Method for Mercury in Sludge, Soils 0.055mg/kg UKAS
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:59:GQRA – Summary of Soil Screen
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:60:Table E1: Soil GAC Protective of Human Health
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:60: Elements present naturally in soil with typically low toxicity
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:62:Table E2: Soil GAC Protective of Human Health
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:62: Elements present naturally in soil with typically low toxicity
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:63:Table F3: Soil GAC Protective of Human Health
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:63: Elements present naturally in soil with typically low toxicity
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:64:GQRA – Summary of Soil Leachate Screen
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF:233: Description 120 Soil samples, 24 Leachate samples, 42 Water samples.
R-2021-0589-PND-Officer Report 0589.pdf:2:water environment or soils/ground conditions or any ecological receptors in
R-2021-0589-PND-63262_Cover letter Prior Approval_July 2021.PDF:3: soils/ground conditions or any ecological receptors in the area.
R-2022-0343-ESM-ARCHAEOLOGIST.pdf:8:7.7 Excavated soil should be searched as practicable for finds. Retention of finds will depend on their
R-2022-0343-ESM-ARCHAEOLOGIST.pdf:9: soil sampling is unlikely to be required. Soil samples will only be taken from deposits that can be
R-2020-0411-FFM-Appendix 1.2 Statement of Expertise - formatted.pdf:5: extensive experience in undertaking Asbestos in Soil Risk Assessments, Coal Mining Risk
R-2020-0411-FFM-Appendix 6.1 LVIA Planning Policy Context.pdf:4: (a) protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils
R-2020-0411-FFM-Appendix 1.1 Information Required with an ES.pdf:4: quantity of the materials and natural resources (including water, land, soil and biodiversity)
R-2020-0411-FFM-Appendix 1.1 Information Required with an ES.pdf:4: soil and subsoil pollution, noise, vibration, light, heat, radiation and quantities and types of
R-2020-0411-FFM-Appendix 1.1 Information Required with an ES.pdf:4: example land take), soil (for example organic matter, erosion, compaction, sealing), water (for
R-2020-0411-FFM-Appendix 1.1 Information Required with an ES.pdf:4: b. the use of natural resources, in particular land, soil, water and biodiversity, considering as far
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: design of foundations and to investigate the presence of soil and groundwater contamination
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: soils;
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: • a site investigation to confirm the presence/absence of soil and groundwater contamination
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: testing to confirm that contaminants in soil and groundwater and ground gas levels (as
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: of soils and groundwater which could indicate the presence of previously unknown
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: • a procedure to manage any previously unidentified contaminated soils or groundwater that
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: • imported soils, if required, for use would be subject to tetsing to ensure suitable for use for the
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:14:9.5.2 Soil and groundwater contamination associated with historical land uses would be identified
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:14: assessment would indicate whether shallow surface soils contain levels of contamination that may
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:14: pathway-receptor linkage would be limited to two pathways: airborne migration of soil/dust from
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.10 There is a potential for contaminants (if present) within shallow soils to mobilise into the underlying
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: construction of building foundations, etc. There is also the potential for contamination of soils and
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: preferential pathways for the vertical and lateral migration of contaminants within the shallow soils
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: including soil, groundwater and gas testing (as appropriate) to confirm that contaminants are at
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: any potential pathways, mitigating the risk of exposure to shallow soils and groundwater for future
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: degree airborne mobilisation of surface soil contaminants. On completion of the proposed
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: low permeability hardstanding which would prevent the mobilisation of any residual shallow soil
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: system (see Appendix 8,XX) there would be a reduction in the overall exposure of on-site soils to
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:17:9.5.38 If the site investigation identifies soil or groundwater contamination that represents a potential risk
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:18:9.6.9 The site’s Environmental Permit may include a requirement to routinely monitoring soil and
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:20:9.9.2 There is the potential that any soils or groundwater contamination present on the Application Site
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:20: It identified the potential for soil and groundwater contamination to be present on the Application
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:23:(Secondary Mobilisation of Soil/groundwater
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:24:Infrastructure materials from soil of ‘barrier pipe’, etc.
R-2020-0411-FFM-Figure 6.9 Tree and Shrub Schedule.pdf:1: ii. Meadow Mix EM7 Meadow Mixture for Sandy Soils (Emorsgate or similar) S 4g/m2
R-2020-0411-FFM-EP CL.pdf:1:• Collection of soil and groundwater samples from beneath the site with chemical
R-2020-0411-FFM-EP CL.pdf:1:• Assessment of ground conditions and generic quantitative risk assessment of soil
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:11: potential for soil and groundwater contamination to be present on the Application Site as a result of
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:12: in 2015. There is a potential for contaminants (if present) within shallow soils to mobilise into the
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:15:4.3.19 Where the importation of soils is required for use, the material will be subject to testing to ensure it
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:16: • a site investigation to confirm the presence/absence of soil and groundwater contamination.
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:16: testing to confirm that contaminants in soil and groundwater are at acceptable levels and that
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:17: soils and groundwater which could indicate the presence of previously unknown
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:30: contaminants (if present) within shallow soils to mobilise into the
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:2: • without risk to water, air, soil, plants and animals;
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:7: a. protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:7: from, or being adversely affected by, unacceptable levels of soil, air, water or noise pollution or
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:10: quickly and can soil surfaces (e.g. a car, window sill, laundry). Additionally, dust can
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:22:11.5.1 The main effect of any dust emissions, if not mitigated, could be annoyance due to soiling of
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:22: Dust Soiling Low >1 low sensitivity receptor located within 350 metres
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:23: Dust Soiling Low Redcar bulk terminal place of work located to the west.
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:23: Dust Soiling Negligible Low Low Low
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:24: include regular dust soiling checks of surfaces within 100 metres of the Application Site boundary with
R-2020-0411-FFM-Chapter 2 Project Description.pdf:23:2.6.29 The construction process would take into account the principles of good practice in soil handling
R-2020-0411-FFM-Chapter 2 Project Description.pdf:23: damage to soil materials during the construction process:
R-2020-0411-FFM-Chapter 2 Project Description.pdf:23: • Ministry for Agriculture Fisheries and Food (MAFF) (2000) Soil Handling Guide (MAFF, 2000);
R-2020-0411-FFM-Chapter 2 Project Description.pdf:23: Sustainable Use of Soils on Construction Sites (including the Toolbox Talks) (Defra, 2009).
R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: stockpiles and exposed soils;
R-2020-0411-FFM-Chapter 2 Project Description.pdf:25: • a site investigation to confirm the presence/absence of soil and groundwater
R-2020-0411-FFM-Chapter 2 Project Description.pdf:25: prepared with testing to confirm that contaminants in soil and groundwater and
R-2020-0411-FFM-Chapter 2 Project Description.pdf:25: characteristics of soils and groundwater which could indicate the presence of
R-2020-0411-FFM-Chapter 2 Project Description.pdf:25: • a procedure to manage any previously unidentified contaminated soils or
R-2020-0411-FFM-Chapter 2 Project Description.pdf:25: • imported soils, if required, for use would be subject to tetsing to ensure suitable
R-2020-0411-FFM-Chapter 2 Project Description.pdf:28: Use of Soils on Construction Sites (including the Toolbox Talks)
R-2020-0411-FFM-Chapter 2 Project Description.pdf:28: Ministry for Agriculture, Fisheries and Food (2000) Good Practice Guide for Handling Soils
R-2020-0411-FFM-Non Technical Summary.pdf:20: (PRA) which identified the potential for soil and groundwater contamination to be present
R-2020-0411-FFM-Non Technical Summary.pdf:20: cover increasing. This would reduce the infiltration of rainfall thereby reducing soil leaching and
R-2020-0411-FFM-Non Technical Summary.pdf:20: will also limit the potential for the mobilisation of any post development residual shallow soil
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:4: predominantly underlain with clay and silt soils
R-2020-0411-FFM-Appendix 11.1 - Air Quality Planning Policy Context.pdf:3: from, or being adversely affected by, unacceptable levels of soil, air, water or noise pollution or
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:33:3.1.128 The construction process would take into account the principles of good practice in soil handling
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:33: damage to soil materials during the construction process:
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:33: • Ministry for Agriculture Fisheries and Food (MAFF) (2000) Soil Handling Guide (MAFF, 2000);
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:33: Sustainable Use of Soils on Construction Sites (including the Toolbox Talks) (Defra, 2009).
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:42: a. protecting and enhancing valued landscapes, sites of biodiversity or geological value and soils
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:42: from, or being adversely affected by, unacceptable levels of soil, air, water or noise pollution or
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:50: • Without risk to water, air, soil, plants and animals;
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:85: on human health, dust soiling, and ecology during demolition, earth works, construction and
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:91: 9.1). This identified the potential for soil and groundwater contamination to be present on the
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:92: contaminants that may be present within the shallow soils or any shallow groundwater. However,
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:2:Table 1.5: Sensitivity of the Area to Dust Soiling Effects on People and Property ……………………………………..3
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:3:Earthworks – total site area over 10,000 m2, potentially dusty soil type (e.g. clay), >10 heavy
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:3:Earthworks – total site area between 2,500 to 10,000 m2, moderately dusty soil type (e.g. silt), 5
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:3:Earthworks – total site area less than 2,500 m2. Soil type with large grain size (e.g. sand), < 5
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:4:• the appearance, aesthetics or value of their property would be diminished by soiling; and the
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:4:• the appearance, aesthetics or value of their property could be diminished by soiling; or
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:4: aesthetics or value by soiling; or
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:5: affected by dust soiling; or
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:5:Table 1.5: Sensitivity of the Area to Dust Soiling Effects on People and Property
R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:43: Soil for Storage storage of soil and its final use in the remediation and
R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:44: Erection of a soil and aggregates recycling and washing plant
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:13: nature and quantity of the minerals and natural resources (including water, land, soil and
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:13: air, soils and sub soil pollution, noise, vibration, light, heat, radiation and quantities and
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:14: example land take), soil (for example organic matter, erosion, compaction, sealing), water (for
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:14: b. The use of natural resources, in particular land, soil, water and biodiversity, considering
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:31: historical contamination to be present within the soils and groundwater;
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:32: site and to provide an overview of levels of contamination within soil and groundwater.
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:44: preparation for with the ground preparation and temporary storage of soil and 27/09/19
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:44: Soil for Storage its final use in the remediation and preparation of land for
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:3: soils (in a manner commensurate with their statutory status or identified quality in the
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:3: from, or being adversely affected by, unacceptable levels of soil, air, water or noise pollution
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:30: Ground preparation works for Soil for undertaken. An ecology report assessing the
R-2020-0411-FFM-Letter on behalf of Anglo American.pdf:2:respect of the REC site, identifying the potential for soil and groundwater contamination to be present
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:There is the potential for soil and groundwater contamination to be present on the Application Site
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:6:• the nature and extent of soil and groundwater contamination beneath the Application Site; and,
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:6:above, with geotechnical testing and soil permeability testing to facilitate foundation / pavement design and
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: potential for a wide range of contaminates to be present in soil and groundwater.
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: and ingestion could be active. In addition, there would be potential for the airborne migration of soil
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18:3.2.10 There is the potential for ground gas and volatile contaminants of concern in soil and/or
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: acids, alkalis, Airborne migration of soil or ✓ Off-site users
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: Soil
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:20: • Collection of soil and groundwater samples from beneath the site with chemical analysis of
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:20: • Assessment of ground conditions and generic quantitative risk assessment of soil and
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:51:Page Section Soil chemistry On site 0-50m 50-250m 250-500m 500-2000m
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:51:108 20.1 BGS Estimated Background Soil Chemistry 5 5 - - -
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:51:108 20.2 BGS Estimated Urban Soil Chemistry 0 0 - - -
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:51:109 20.3 BGS Measured Urban Soil Chemistry 0 0 - - -
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89: leaching soils and the absence of low permeability superficial deposits.
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89: leaching soils and/or the presence of superficial deposits characterised by a low permeability.
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:90: ID Location Summary Soil / surface Superficial geology Bedrock geology
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:121:physical geography and soil properties. It should be noted that the categories for the grading of agricultural
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:140:The potential hazard presented by soils that absorb water when wet (making them swell), and lose water as
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:140:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152: 20 Soil chemistry
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152:20.1 BGS Estimated Background Soil Chemistry
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152:collected at a sample density of approximately 1 per 2 km2. In areas where rural soil samples are not available,
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152:converted to soil-equivalent concentrations prior to the estimation.
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:152:20.2 BGS Estimated Urban Soil Chemistry
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:153:20.3 BGS Measured Urban Soil Chemistry
R-2020-0411-FFM-Appendix 4.2 List of Cumulative Developments.pdf:2: preparation for the ground preparation and temporary storage of soil and its final use
R-2020-0411-FFM-Appendix 4.2 List of Cumulative Developments.pdf:2: Soil for Storage in the remediation and preparation of land for regeneration and
R-2020-0411-FFM-Appendix 4.2 List of Cumulative Developments.pdf:3:12 Scott Brothers R/2020/0223/FF Erection of a soil and aggregates recycling and washing plant facility 4.63 km Application
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:25: existing landscape bunding and a soil tip on the edge of the golf course. The chimneys within the
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:27: Site. Instead, areas of appropriate grassland (tussock and marram grass for sandy soils) alongside
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:38:1 Ground preparation for soil storage. 1.96 km Within Redcar Industrial
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:38: associated with ground preparation and soil storage as Low level operation potentially
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:40: Erection of a soil and aggregates recycling and washing plant character area.
R-2020-0247-CD-Compliance Officer report _R20200247CD.pdf:1: TEMPORARY STORAGE OF SOILS AND ITS
R-2020-0247-CD-Compliance Officer report _R20200247CD.pdf:1:operations associated with the ground preparation and the temporary storage of soils
R-2020-0247-CD-R-2020-0247-CD-60686_01 DOC 6 and 11 06.05.20.pdf:1:storage of soils and its final use in the remediation and preparation of land for regeneration and
R-2020-0247-CD-R-2020-0247-CD-PN 0247.pdf:1: TEMPORARY STORAGE OF SOILS AND ITS FINAL USE IN THE
R-2020-0247-CD-t.pdf:1: TEMPORARY STORAGE OF SOILS AND ITS
R-2020-0247-CD-t.pdf:1:operations associated with the ground preparation and the temporary storage of soils
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:1: STORAGE OF SOILS AND ITS FINAL USE IN THE REMEDIATION AND
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:2:3. With the exception of soils used to level ground required to host the
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:2: temporary storage mounds hereby approved, all soils placed into the
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:3:8. None of the soils placed into the temporary storage mounds hereby approved
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:3: of the impacts of transporting soils upon the public highway network is
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:3: identifies mitigation measures required to manage the movement of soils on
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:4:9. Prior to the final use of the soils in the implementation of this planning
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:4: soils are to be used for ground preparation and remediation works. The
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:4: harm to biodiversity cannot be avoided as a result of the final use of the soils,
R-2020-0247-CD-ApplicationFormRedacted.pdf:2:Demolition of structure and engineering operations associated with the ground preparation and the temporary storage of soils and its final use in the
R-2020-0247-CD-Warrenby 3B Enabling Works - CEMP (Rev C).pdf:21:OF SOILS AND ITS FINAL USE IN THE REMEDIATION AND PREPARATION OF LAND FOR
R-2020-0247-CD-Compliance Decision Notice_R20200247CD.pdf:1: THE TEMPORARY STORAGE OF SOILS AND ITS FINAL USE IN THE
R-2020-0247-CD-Compliance Decision Notice_R20200247CD.pdf:2: PREPARATION AND THE TEMPORARY STORAGE OF SOILS AND ITS
R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:6: aggregate, cement or soil into and out of the Site shall be
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: conditions are reasonably dry, loosen thoroughly to a · Soil within root spread of trees and shrubs to be retained: · Appearance: A closely knit, continuous ground cover of If delay occurs, lay turf out on topsoil and keep moist. CONSTRUCTED LEVELS.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: stones larger than 50 mm. above 150mm prepared subsoil/150mm loosened · General: Carry out the work while soil and weather · Dried out or deteriorated turf: Do not use. · Preparation: 4. TURF AS STATED.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: glass, metal and rubble. - Standard: To BS 3969. - Stones and earth clods larger than 25 mm in any 5. CONTAMINATED SOIL CAPPING - IT IS UNDERSTOOD THAT
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: · · Contours: Smooth and flowing, with falls for adequate · Application: Even and without displacing soil. · Mower type: Cylinder. HOWEVER, OUT OF CAUTION, ENSURE THAT 300MM OF
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: · Give notice: If any evidence or symptoms of soil Clearing: Remove visible roots and large stones with a 590 CLEANLINESS DESIGN ENGINEER TO SEEK CLARIFICATION.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: diameter greater than 50 mm. paving, kerbs, manholes etc. 150 WATER RESTRICTIONS · Product reference: Contractor's choice. · Soil and arisings: Remove from hard surfaces.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: to full depth of topsoil. movement of existing soil. emergency legislation do not carry out seeding/turfing · Additional analyses: Not required. Completion and after any maintenance operations. FACILITY BOUNDARIES REFER TO BDP LANDSCAPE
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: · demolition work. PREPARATION or drying winds are likely to occur or soil is frost bound, - Exclusions: Theft or malicious damage.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: analysis in accordance with BS3882, Annex E. Protected areas: Do not raise soil level within root spread
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: · Soil depths: Refer to Q28/695J. Topsoil: Remove from site topsoil remaining after AREAS ONLY period.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: completion of all landscaping work. · Operations: Remove weeds by hand weeding and hoeing. fine soil. · Maximum height of growth at any time: 75 mm.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: 630 DOCUMENTATION FOR IMPORTED TOPSOIL FOR ALL 250J SOIL REQUIREMENTS
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: - Full description of all soil components.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: · Location: TBC by contractor, away from existing tree - Gently firm each layer before spreading the next. · Timing: After grading and fertilizing. after laying. Check that water has penetrated into the soil Trimming: All edges.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: - Record of source for all soil components. roots. · Seed bed: Reduce to fine, firm tilth with good crumb
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: soils by type and grade.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: · Depth: 150mm for grassed areas. · Soil used for turf production: Peat-free, well drained
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: depth of 150 mm · Adjoining soil areas: Marry in.
R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf:2: • Details of the control measures to reduce spill of soils during
R-2021-0465-FFM-INCA 2021-30 HRA South Bank Quay enabling works.pdf:3:site, digging up and turning over the ground (to a depth to be confirmed). Any soils which are
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:5: Soil Sampling ………………………………………………………………………………………………………… 18
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:5: Management of Contaminated Soils …………………………………………………………………………. 23
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:8: Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:12: often still present within the soil matrix.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13: Human Health - Risk to commercial workers via dust inhalation and direct contact with soils for
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13: originated from shallow soils across the site.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:15:Asbestos in Soils
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:15:(GAC) in soil, driven by direct contact exposure and dust inhalation. These will need to be considered
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:16:a nuisance including contaminated soil or plant material from any waste you transfer to spread into the
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:19:In addition to the risk assessment, an MMP will be required detailing where soils will be moved to and
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:20: Soils that require off-site disposal/treatment (not treatable);
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:20: Soils containing asbestos for treatment and reuse or for off-site disposal;
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:21: completion of ongoing ground investigation, including NAPL containing soils.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:21: Maximise the reuse of excavated soils by making them suitable for use under DoWCoP.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:22: Treatment of soils impacted with NAPL in order to make them suitable for reuse.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:22: Segregation of soils with ACM for treatment and reuse.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:22: Remediation of soils impacted with contaminants above target levels through capping of
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24: Soil Sampling
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24:and a representative soil sample collected for analysis. Sample locations shall be defined on a
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24:to representative sections, each section will be sub divided to 6 sub-sections, soils shall be collected
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Composite soil samples do not exceed the
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: within soils within the uppermost 0.1m of the following frequency
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Composite soil samples do not exceed the
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Ensure that soils remaining in-situ do not One sample per stratum or at 1.0m
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Composite soil samples do not exceed the
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: within soils within the uppermost 0.1m of the following frequency
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Ensure that soils remaining in-situ do not
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: Composite soil samples do not exceed the
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: Soil samples collected at a frequency of
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:29: Composite soil samples collected at a
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:29: Management of Contaminated Soils
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:29:This should comprise placement of protective cover layers in areas, where contaminants in soils are
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:29: Geotextile marker layer over soils containing exceedance of the reuse criteria; and
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:predicted soil arisings, however due to the discrete nature of these impacts, materials will potentially be
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:be employed to meet the remediation objectives and make the NAPL impacted soils suitable for re use
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30: Soil Washing;
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:Where soils are visibly impacted with NAPL or onsite screening / testing indicates the presence of NAPL
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:where free fibres have been detected or are suspected. All soils containing asbestos will be managed
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:Where soils containing CoC in excess of the reuse criteria and, due to the presence of asbestos cannot
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36: Field screening / onsite analysis of soil samples;
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36: On completion of excavations contaminant concentrations within remaining in situ soil meets
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36: Contaminant concentrations within excavated soil that may be re-used onsite as infill to
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:41: Soil Source
R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf:2:Environmental Permit for soil treatment and a water discharge.
R-2021-0152-CD-Blast furnace RecordingWSIv4.PDF:8: environmental soil sampling is unlikely to be required. Soil samples will only be taken from
R-2021-0152-CD-Officer report _R20210152CD.pdf:5:evaluation, digital photography and soil sampling etc and reporting.
R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf:9: environmental soil sampling is unlikely to be required. Soil samples will only be taken from
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:2: • Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:2: soil, water, air, climate (for example greenhouse gas emissions, impacts relevant to
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:2: the existence of the development, the use of natural resources (in particular land, soil, water
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:7:store, reservoir of biodiversity and buffer against pollution. It is therefore important that the soil
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:7:resources are protected and sustainably managed. Impacts from the development on soils and best
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:7: • The degree to which soils would be disturbed or damaged as part of the development
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8: • Where an ALC and soil survey of the land is required, this should normally be at a detailed
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8: dug in each main soil type to confirm the physical characteristics of the full depth of the soil
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8: resource, i.e. 1.2 metres. The survey data can inform suitable soil handling methods and
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8: appropriate reuse of the soil resource where required (e.g. agricultural reinstatement, habitat
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8: • The ES should set out details of how any adverse impacts on soils can be avoided or
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8: minimised and demonstrate how soils will be sustainably used and managed, including
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8: biodiversity net gain. The aim will be to minimise soil handling and maximise the sustainable
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8: use and management of the available soil to achieve successful after-uses and minimise off-
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8:of Soil on Development Sites and
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:8:The British Society of Soil Science Guidance Note Benefitting from Soil Management in
R-2023-0179-SCP-230306 - HyGreen - EIA Scoping Opinion Request Letter - Final.pdf:3: particular soil, land, water and out of the EIA
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:10: the use of natural resources, in particular soil,
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:29: Regulations 2016 so that any impacts of emissions to air, soil, surface and
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:40: affected by unacceptable levels of soil, air, water or noise pollution or
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:64: • Disturbance of contaminated soils and contaminated perched groundwater and
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:124: Soils and Agriculture
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:125: and after pipeline installation, the trench would be infilled, and the soil disturbed
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:125:8.1.6 It is therefore considered that significant effects on agricultural soils and on farm
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:125: to be temporary. An assessment of impacts to agricultural soils BMV (best and most
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:7:• Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:7:development including biodiversity (for example fauna and flora), land, including land take, soil,
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:8:the development, the use of natural resources (in particular land, soil, water and biodiversity) and
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:15:soil resources are protected and sustainably managed. Impacts from the development on soils
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:• The degree to which soils would be disturbed or damaged as part of the development
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:• Where an ALC and soil survey of the land is required, this should normally be at a detailed level,
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:each main soil type to confirm the physical characteristics of the full depth of the soil resource,
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:i.e. 1.2 metres. The survey data can inform suitable soil handling methods and appropriate reuse
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:of the soil resource where required (e.g. agricultural reinstatement, habitat creation, landscaping,
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:• The ES should set out details of how any adverse impacts on soils can be avoided or minimised
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:and demonstrate how soils will be sustainably used and managed, including consideration in site
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:will be to minimise soil handling and maximise the sustainable use and management of the
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:available soil to achieve successful after-uses and minimise off-site impacts.
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:Use of Soil on Development Sites and The British Society of Soil Science Guidance Note
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:16:Benefitting from Soil Management in Development and Construction.
R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:9:documentation. However, in some locations, the cover may have been reduced by factors such as soil
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:5: 15 Appendix H15: Soil and Groundwater Baseline Characterisation Study, Teesside Works,
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:7:H2.1 The legislation, policy and documentation applicable to Land Quality and Soil Contamination at
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:7: soil. Science Report SC070009/SR1 (Ref 3);
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:7: 4 Derivation and use of soil screening values for assessing ecological risks Report ShARE
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:8: unacceptable risk from, or being adversely affected by, unacceptable levels of soil, air, water or
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:11: 13 Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:12: Phase Liquid (NAPL) impacted soils and the provision of a clean cover layer across the site
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:13: well as reducing leaching of residual soil contamination due to rainfall;
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:13: eventuality, will not be in hydraulic continuity with groundw ater or soil leachate;
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:13:Sensitivity Receptors Susceptible to Land Soil and Geological Resources
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:13: ground works High quality agricultural soils (Grade 1 and 2) or soils of
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:14:Sensitivity Receptors Susceptible to Land Soil and Geological Resources
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:14: Soil/materials disposal required following earthworks
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:14: construction works Good quality agricultural soils (Grade 3a) or soils of
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:14: Water features deemed to be of medium Soils/materials disposal required following earthworks
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:14: works Moderate or poor quality agricultural soils
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:14: Commercial areas within 50 to 250 m of (Grade 3b or 4) or soils of low nature
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:14: value Soil/materials disposal required following earthworks
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:14: crops, or livestock Very poor quality agricultural soils (Grade 5) or soils of
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15:Magnitude Receptors Susceptible to Land Contamination and Ground Soil and Geological Resources
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: long term degradation of sensitive water resources (Principal volume of surplus soil for off-site
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: good or very good quality) Classification of surplus soil as
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: resources (Principal or Secondary Aquifers of water courses of fair volume of surplus soil for off-site
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: sensitive water resources surplus soil for off-site disposal
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: environment or in any ecosystem soil required
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: Torpedo Ladle Repair Collection of 6 soil samples and 1 groundwater sample
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: and West Quadrants Sampling and analysis of 51 soil samples for pH, sulphates,
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: Analysis of 11 soil leachates for the same suite as soil
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: including addition land 35 No. soil samples were analysed for pH, sulphates,
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: 4 No. soil samples were scheduled for Emery slag
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: Analysis of 293 soil and 30 leachate samples for metals,
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: Geotechnics Ltd 2018 Laboratory geotechnical testing on soil samples including
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: Soil gas monitoring analysis from 2 locations on 5
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: Soil sampling for in-field assessment (SPT, hand shear
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: Arcadis UK Ltd (2020) [H5 Geotechnical laboratory testing of soil samples for
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:25: materials, slag was not the dominant constituent although often still present within the soil
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:30:H4.52 A total of 14 Made Ground soil samples from the western part of the North and West Quadrants
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31:H4.54 Asbestos was detected in soil sampled from the TLRS area with AEG detecting asbestos in 35
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31: soil samples collected from 44 intrusive locations which were quantified between <0.001 and
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31: of the soil samples taken from the Made Ground. Statistical analysis undertaken by Arcadis
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31: cyanide measured in soil sampled from the site (inclusive of Enviros 2008, Shadbolt 2011 and
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31:H4.57 Soil samples ranged from alkaline 12.5 (slag dominant Made Ground) to neutral 7.5 (granular
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31: samples was noted to generally be slightly alkaline and lower than the corresponding soil
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31: manufacturing were identified within all soil samples analysed with the exception of hexavalent
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31: chromium which was below detection limits. Cyanide and sulphate were also elevated with soil
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31: pH typically strongly alkaline (pH>10). Metals were noted to leach from all soil samples tested.
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31: corresponding soil samples.
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:31:H4.61 The distribution of naphthalene measured in soil sampled from the site (inclusive of Enviros
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:32:H4.64 Concentrations of naphthalene measured in soils in the south -west of the site were generally
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:32: highest with the exception of soil sampled from Prairie_AUK_TP114 Arcadis 20 20 H1 which is
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:32:H4.66 Concentrations of TPH were detected above the MDL in approximately half of soil samples
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:32:H4.70 Low levels of VOC, SVOC, and PCBs were generally measured infrequently in soil samples
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:35: 2 Dermal contact/ingestion of soil from arsenic, and PAHs including naphthalene associated
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:36: 1 Bulk earthworks to remove obstructions and segregate unsuitable or contaminated soils,
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:36: 2 Treatment of soils or perched water contaminated with NAPL or other contaminants for
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:37: with contaminated soils.
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:37: disturb the soil and result in dust generation as well as provide opportunities for direct contact
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:37:H5.9 Asbestos was also detected in soil sampled from the TLRS area with AEG detecting asbestos in
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:37: 14 soil samples collected from 44 intrusive locations which were quantified between <0.001 and
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:37: inhalation of dust is considered an active pollutant linkage (Section H4.87) as surface soils may
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:38: either eventuality, will not be in hydraulic continuity with groundwater or soil leachate.
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:39: mitigation is medium. This is due to the potential for soil/materials disposal required following
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:39:H5.20 Soil/materials disposal required following earthworks resulting in a limited or minor increase in
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: dust generation. Soils containing asbestos will not be subject to mechanical screening where free
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: fibres have been detected or are suspected. All soils containing gross asbestos will be managed
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: implemented based on the sampling results. Where soils containing CoC in excess of the reuse
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: they will be disposed of offsite. Where concentrations are below the reuse thresho ld soils may be
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:44: from contamination in Made Ground soils have been set out below in Table G8.1. The residual
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:47: soil. Science Report SC070009/SR1;
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:47: 4 Derivation and use of soil screening values for assessing ecological risks Report ShARE
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:48: 42 Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:25: Works; Grangetown Prairie; 27.09.2019 preparation and temporary storage of soils and its final use in the remediation
R-2020-0819-ESM-Network Rail 819.pdf:4:encroachment of foundations onto Network Rail land and soil. There must be no physical encroachment of any
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: Soils containing asbestos will not be subject
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: have been detected or are suspected. All soils
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: maintaining mist sprays to keep the soils wet
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: sampling results. Where soils containing
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: reuse threshold soils may be reused as infill
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34:BFIHOST Base Flow Index estimated from soil type
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34:PROPWET FEH index of proportion of time that soil is wet
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34:SPRHOST Standard percentage runoff estimated from soil type
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: high-leaching soils and the absence of low-permeability superficial deposits.
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:13: the temporary storage of soils and its final use in the remediation and preparation of land for
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:13: soils in mounds, and secondly for its final use in the remediation and preparation of land
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:13: of soil in three mounds on the site. At the time of preparing this Statement, this permission has
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:43: contaminated soils. This will prevent contamination during storage.
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:45: development are dust deposition, resulting in the soiling of surfaces; visible dust plumes;
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:52: and compaction may disturb the soil and result in dust generation as well as provide
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:55: embedded into the design of the scheme. Excavation material would comprise soil, clay, stone
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:6: risk from, or being adversely affected by, unacceptable levels of soil, air, water or noise
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:8: nuisance is the result of the perception of the soiling of surfaces by excessive rates of dust
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:8: and the highly subjective relationship between deposition events, surface soiling and the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:10: development are dust deposition, resulting in the soiling of surfaces; visible dust plumes;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:18: the temporary storage of soils and its final use in the remediation and preparation of land for
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:18: soils in mounds, and secondly for its final use in the remediation and preparation of land
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:19:B4.21 This permission is of relevance to this EIA insofar as it grants permission for the storage of soil
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:30: is not possible, it is assumed that all soil waste will be kept within the Teesworks area. Where
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:32: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:35: will be recorded of the soils, chemicals and oils used during the construction process;
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:26: Works; Grangetown Prairie; 27.09.2019 preparation and temporary storage of soils and its final use in the remediation
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:8: • Good Practice Guide for Handling Soils (MAFF, 2000) (Ref 42);
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:18: Cranfield University’s National Soils Resources Institute Soil type and land use.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:18: Soilscapes website (Ref 10).
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:18: Enviros (2004), Soil and Groundwater Baseline Groundwater quality.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:30: Geology and Soils
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:30:G4.25 The UK Soil Observatory viewer indicates that the Soilscapes Mapping for England and Wales
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:30: and clayey soils in the south of the site, and loamy and clayey soils of coastal flats with naturally
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:37: development is generally devoid of natural surface soil resources, and that significant deposits of
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:37: the historic industrial nature of the site and absence of natural surface soils, soils are not an
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:37: a soils impact assessment has not been carried out.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:38: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:38: substances from entering watercourses. Details will be recorded of the soils, chemicals and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:42: pollution to groundwater with high leaching soils). During site preparation (where the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48: soils during excavation is likely, prior to groundworks Groundwater monitoring would
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:49: soils encountered
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:50: Glaciolacustrine deposits superficial aquifer. Also, the use of site-won and imported soil-based
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:50: viable pollutant linkage between the potentially contaminated shallow soils (Made Ground) and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:57: from contaminated soils.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:58: infiltration into potentially contaminated soils. Any storage for rainwater shall be lined or in
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:58: tanks that are suitably protected against ingress from contaminated soils. This will prevent
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: 4 BFIHOST Base Flow Index estimated from soil type
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: 27 PROPWET FEH index of proportion of time that soil is wet
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: 31 SPRHOST Standard percentage runoff estimated from soil type
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:61: 10 CSAI (2020). Soilscapes Soil Types Viewer - National Soil Resources Institute. Cranfield
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: 20 Enviros (2004), Soil and Groundwater Baseline Characterisation Study Teesside Works -
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:63: 42 MAFF (2000). Land use and planning: Good practice guide for handling soils. Cambridge:
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:4:Teesworks are that there is a known history of disturbance with soils being moved or material added
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:4:developed a very thin layer of soil so that the surface may be loose but with certain exceptions this is
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:5:stable vegetation unless disturbance of soil continues. Reasonably variable in biodiversity value
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:13:The substrate in this area is a light soil which was dressed with crushed iron slag. It is quite sparsely
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:12: compacted blast furnace slag with a light covering of soil in places. There is a small amount of
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:13: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:19: development will be cut and fill neutral. Excavated soils will be assessed and processed as
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:19: backfilling and compaction, may disturb the soil and result in dust generation and the potential
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020(1).PDF:19:M5.6 Excavation material would comprise inert soils and stones and Made Ground. In line with the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020(1).PDF:20: material requiring off-site disposal and no void space remaining requiring the import of soils.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:22: Works; storage of soils and its final use in the remediation and Dorman Point site,
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:42: groundwater receptors. Excavations can lead to contaminants entering the soils, subsequent
R-2020-0819-ESM-Dorman Point HRA Rev B(1).PDF:4:brick/concrete rubble, or else blast furnace slag with a light covering of soil in places. Most of the
R-2020-0819-ESM-Dorman Point HRA Rev B(1).PDF:4:progressive removal and/or treatment of contaminated soils and the removal of redundant
R-2020-0819-ESM-Dorman Point HRA Rev B(1).PDF:4:structures to prepare the area for future use. Soils stored in other areas of the Teesworks area may
R-2020-0819-ESM-Dorman Point HRA Rev B(1).PDF:7:spills, storage of soils and control of construction related dust and the construction of site hoarding
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:14: northern moors where the soil is less free-draining.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:21: compacted blast furnace slag with a light covering of soil in places.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:23: replaced by more stable vegetation unless disturbance of soil continues. Reasonably variable
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:23: some scrub on a mound of soil, to open sward dominated by Red Fescue Festuca rubra where
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:26: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:29: of silt and contaminated soils entering the watercourse. However, as set out in paragraph D5.3
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:24: water, land, soil and biodiversity) used;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:24: emissions (such as water, air, soil and subsoil pollution, noise,
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:24: (for example land take), soil (for example organic matter,
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:25: (b) the use of natural resources, in particular land, soil, water
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF:49:7.6 Excavated soil should be searched as practicable for finds. All finds, except unstratified 20th &
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF:51: environmental soil sampling is unlikely to be required. Soil samples will only be taken from
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:3: collection of soil and groundwater samples, geotechnical testing, environmental testing of
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:3: soil, soil leachate and groundwater, geophysical investigation, hydrogeological investigation
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: slag) was considered to represent a single diffuse soil source across the entirety of the Site
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: • Dermal contact with soils
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: • Soil and dust ingestion and inhalation
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:5: Assessment Generic Assessment Criteria (GAC) in soil, soil leachate and groundwater.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:5: the additional areas, and that Made Ground is likely to be the single diffuse soil source across
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:7:Summary of Contaminants Exceeding Human Health GAC in Soil………………………….……….19
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:7:Summary of Contaminants Exceeding Water Quality Standards in Soil Leachate………….….…20
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:7:Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:7:Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:9: or being adversely affected by, unacceptable levels of soil, air, water or noise pollution or land instability.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:9:(including soils, soil leachate and groundwater) and collection of parameters to allow the assessment of
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:10:• Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:advancement of boreholes, collection of soil and groundwater samples, geotechnical testing, environmental
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:testing of soil, soil leachate and groundwater, geophysical investigation, hydrogeological investigation
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13: • Collection of 89 soil, 35 leachate and 5 groundwater samples
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:Appendix E, which includes trial pit and borehole logs, soil and groundwater analysis and monitoring summary.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:14: materials, slag was not the dominant constituent although often still present within the soil matrix.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:18:2.7 Soil and Groundwater Quality
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:18:The collection of soil and groundwater samples for laboratory analysis, which included leachate testing, has
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:18:been undertaken at the Site to assess the quality of the soil, soil leachate and groundwater. Where noted during
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:20:of the DGAs. Analytical testing of soils, soil leachate and groundwater has incorporated the following CoC based
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Dermal contact with soils.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Soil and dust ingestion and inhalation.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Dermal contact, soil and dust ingestion and inhalation of dusts (indoor and outdoor) in relation to future on-
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21: unsaturated soil or groundwater source in relation to future on-Site industrial workers;
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:23:• Soil and soil leachate data collected by AEG on behalf of AECOM/BP during ground investigation works in
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:23:• Soil and soil leachate data collected by AECOM on behalf of BP during ground investigation works in 2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:23:• Additional soil and soil leachate data collected by Arcadis during trial pit investigation works in 2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:23:4.2.1 Selection of Soil Generic Assessment Criteria
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:23: B. Vapour inhalation of indoor or outdoor air from volatile contaminants in soil (potential CoC include
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:23: D. Direct contact and ingestion of contaminated soil (potential CoC include primarily heavy metals,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:24:The selected human health GAC for soil and maximum recorded concentrations in soil in Made Ground,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:24:4.2.2 Soil Screen
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:24:Contaminant concentrations in soil samples collected from the Site have been compared with the soil GAC in
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:24:assuming that the soils at these locations remain uncovered by hardstanding, buildings or another suitable cover
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:25:The metals and inorganics detected are all elements present naturally in soil at relatively high concentrations
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:25:be elevated above natural levels where slag and other steelmaking wastes are incorporated into soil due to the
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:25:free cyanide in soil in excess of the GAC.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:25:in soil.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:26:in shallower soil samples collected from the same locations below the laboratory MDL, indicating the direct
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:26:magnitude as the laboratory MDL), with no shallower soil sample collected. Given the relatively low
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:27:4.3.1 Soil Leachate
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:27:The results of 36 soil leachate tests (from on-Site soils within the DGA) were compared to WQS as shown in
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:31:5.3.1 Soil & Soil Leachate
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:31:Lead is found to exceed in soil in only one area, within the area of the Blast Furnace Stockhouse. Further metals
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:32:throughout the three areas in soil leachate. In general, the distribution of metals and inorganics is relatively well
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:32:As such within the DGA, the presence of metals and inorganics in soils is generally considered to be associated
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:32:In soil, maximum sum PAH and TPH concentrations were measured at 1.00m bgl in F-BH102 within the former
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:32:Made Ground elsewhere. A similar distribution is noted for PAH in soil leachate, sum TPH was only measured
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:32:(Arcadis 2022b), namely the presence of PAH and TPH in soil is considered to predominately be a diffuse
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:33:identified within the DGA by the Desk Study (Arcadis 2022a). Soil, soil leachate and groundwater samples have
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:33:levels are present below any of the additional areas, and that Made Ground is likely to be the single diffuse soil
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:39: REMOVAL OF CONTAMINATED SOILS
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:47: the investigation of soils, groundwater or geotechnical purposes shall be
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:51: of soil, ground water, surface water, air or hazardous building
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:137: Description 4 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:138: Sample Type SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:139: Sample Type SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:142:2040423 F-BH128 3.90 SOIL NAD none Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:143:2040423 F-BH128 3.90 SOIL 28/07/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:143:2040424 F-BH128 4.90 SOIL 28/07/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:143:2040425 F-BH128 8.50 SOIL 28/07/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:143:2040426 F-BH128 13.50 SOIL 29/07/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:143:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:143:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:145: Description 4 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:146: Sample Type SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:147: Sample Type SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:148: Sample Type SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:151:2041654 F-BH124 3.80 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:152:2041654 F-BH124 3.80 SOIL 01/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:152:2041655 F-BH124 5.10 SOIL 01/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:152:2041656 F-BH124 7.80 SOIL 01/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:152:2041657 F-BH124 10.80 SOIL 02/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:152:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:152:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:154: Description 3 Soil samples, 2 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:160:2043031 F-BH120 3.50 SOIL NAD none D Wilkinson
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:160:2043032 F-BH120 4.50 SOIL NAD none D Wilkinson
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:161:2043031 F-BH120 3.50 SOIL 02/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:161:2043032 F-BH120 4.50 SOIL 02/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:161:2043033 F-BH120 5.50 SOIL 02/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:161:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:161:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:163: Description 2 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:166:2043036 F-BH124 18.80 SOIL 02/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:166:2043037 F-BH113 24.66-24.88 SOIL 02/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:166:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:166:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:168: Description 2 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:171:2043042 F-BH120 14.80 SOIL 03/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:171:2043043 F-BH120 20.00 SOIL 03/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:171:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:171:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:173: Description 9 Soil samples, 4 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:174: Sample Type SOIL SOIL SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:175: Sample Type SOIL SOIL SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:176: Sample Type SOIL SOIL SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:177: Sample Type SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:178: Sample Type SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:179: Sample Type SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:180: Sample Type SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:181: Sample Type SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:182: Sample Type SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:185:2044382 F-BH125 3.80 SOIL NAD none D Wilkinson
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:185:2044383 F-BH125 4.80 SOIL NAD none D Wilkinson
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:185:2044387 F-BH130 4.25 SOIL NAD none D Wilkinson
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:185:2044388 F-BH130 4.95 SOIL NAD none D Wilkinson
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:2044382 F-BH125 3.80 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:2044383 F-BH125 4.80 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:2044384 F-BH125 5.30 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:2044385 F-BH125 6.30 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:2044386 F-BH125 11.80 SOIL 05/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:2044387 F-BH130 4.25 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:2044388 F-BH130 4.95 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:2044389 F-BH130 6.60 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:2044390 F-BH130 9.00 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:186:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:188: Description 2 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:189: Sample Type SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:190: Sample Type SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:191:2044407 F-BH125 14.80 SOIL 05/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:191:2044408 F-BH130 22.00 SOIL 05/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:191:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:191:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:193: Description 5 Soil samples, 2 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:198:2046862 F-BH119 2.90 SOIL NAD none Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:198:2046864 F-BH133 0.70 SOIL NAD none Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:198:2046865 F-BH133 2.70 SOIL NAD none Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:199:2046862 F-BH119 2.90 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:199:2046863 F-BH119 4.30 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:199:2046864 F-BH133 0.70 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:199:2046865 F-BH133 2.70 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:199:2046866 F-BH133 5.00 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:199:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:199:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:201: Description 3 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:206:2046870 F-BH119 12.90 SOIL 10/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:206:2046871 F-BH133 14.00 SOIL 10/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:206:2046872 F-BH133 19.50 SOIL 10/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:206:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:206:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:208: Description 4 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:213:2051747 F-BH109 2.20 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:213:2051748 F-BH109 3.20 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:214:2051747 F-BH109 2.20 SOIL 18/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:214:2051748 F-BH109 3.20 SOIL 19/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:214:2051749 F-BH109 5.20 SOIL 19/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:214:2051750 F-BH104 21.80 SOIL 18/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:214:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:214:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:216: Description 5 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:225:2051752 F-BH104 3.00 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:225:2051753 F-BH104 4.00 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:225:2051754 F-BH104 5.00 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:226:2051752 F-BH104 3.00 SOIL 17/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:226:2051753 F-BH104 4.00 SOIL 17/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:226:2051754 F-BH104 5.00 SOIL 17/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:226:2051755 F-BH104 6.00 SOIL 17/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:226:2051756 F-BH104 15.75 SOIL 18/08/22 GJ 250ml, GJ 60ml, PT 1L Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:226:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:226:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:228: Description 10 Soil samples, 4 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:237:2052023 F-BH103 0.20 SOIL NAD none Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:237:2052024 F-BH103 2.20 SOIL Chrysotile Amosite amosite and chrysotile in microscopic Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:237:2052025 F-BH103 3.20 SOIL Chrysotile bundles of chrysotile Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:237:2052026 F-BH103 4.20 SOIL NAD none Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:237:2052027 F-BH103 6.20 SOIL NAD none Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:237:2052030 F-BH115 4.30 SOIL NAD none Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:2052023 F-BH103 0.20 SOIL 25/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:2052024 F-BH103 2.20 SOIL 25/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:2052025 F-BH103 3.20 SOIL 25/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:2052026 F-BH103 4.20 SOIL 25/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:2052027 F-BH103 6.20 SOIL 25/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:2052028 F-BH103 7.50 SOIL 25/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:2052029 F-BH103 15.70 SOIL 26/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:2052030 F-BH115 4.30 SOIL 25/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:2052031 F-BH115 5.00 SOIL 25/08/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:239:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:241: Description 9 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:242: Sample Type D B D D B D D B SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:2052084 F-BH124 3.79-3.90 SOIL 01/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:2052085 F-BH124 5.50-6.00 SOIL 11/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:2052086 F-BH124 6.70-6.80 SOIL 11/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:2052087 F-BH124 7.50-7.60 SOIL 02/08/22 PT 1L Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:2052088 F-BH124 9.90-10.50 SOIL 02/08/22 PT 1L Carbonate (28 days), Total Sulphur ICP (7 days), pH +
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:2052089 F-BH124 11.10-11.20 SOIL 02/08/22 PT 1L Organic Matter (Manual) (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:2052090 F-BH124 12.00-12.10 SOIL 02/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:2052091 F-BH124 14.30-14.90 SOIL 02/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:243:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:244: Description 9 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:2052094 F-BH120 4.10-4.50 SOIL 02/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:2052095 F-BH120 4.83-5.20 SOIL 02/08/22 PT 1L Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:2052096 F-BH120 6.80-6.90 SOIL 03/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:2052097 F-BH120 7.50-7.60 SOIL 03/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:2052098 F-BH120 9.60-9.70 SOIL 03/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:2052099 F-BH120 12.40-12.50 SOIL 03/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:2052100 F-BH120 13.50-13.60 SOIL 04/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:2052101 F-BH120 14.00-15.00 SOIL 04/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:2052102 F-BH120 30.00-31.50 SOIL 04/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:246:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:247: Description 9 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:2052094 F-BH120 4.10-4.50 SOIL 02/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:2052095 F-BH120 4.83-5.20 SOIL 02/08/22 PT 1L Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:2052096 F-BH120 6.80-6.90 SOIL 03/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:2052097 F-BH120 7.50-7.60 SOIL 03/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:2052098 F-BH120 9.60-9.70 SOIL 03/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:2052099 F-BH120 12.40-12.50 SOIL 03/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:2052100 F-BH120 13.50-13.60 SOIL 04/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:2052101 F-BH120 14.00-15.00 SOIL 04/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:2052102 F-BH120 30.00-31.50 SOIL 04/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:249:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:250: Description 9 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:2052473 F-BH125 4.50-4.80 SOIL 04/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:2052474 F-BH125 6.50-6.90 SOIL 04/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:2052475 F-BH125 7.50-7.60 SOIL 04/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:2052476 F-BH125 9.00-9.10 SOIL 05/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:2052477 F-BH125 10.50-10.60 SOIL 05/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:2052478 F-BH125 11.46-11.90 SOIL 05/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:2052479 F-BH125 13.40-13.50 SOIL 05/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:2052882 F-BH125 14.90-15.00 SOIL 05/08/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:252:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:253: Description 6 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:254: Description 5 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:256:2055408 F-BH128 3.76-4.01 SOIL 01/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:256:2055409 F-BH128 5.20-5.30 SOIL 01/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:256:2055410 F-BH128 6.36-7.27 SOIL 01/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:256:2055411 F-BH128 8.20-8.30 SOIL 01/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:256:2055412 F-BH128 9.80-10.40 SOIL 01/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:256:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:256:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:257: Description 2 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:264:2056242 F-BH116 4.90 SOIL NAD none Pierce Booth
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:265:2056242 F-BH116 4.90 SOIL 02/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:265:2056243 F-BH116 5.90 SOIL 02/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:265:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:265:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:267: Description One Soil sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:270:2056247 F-BH116 14.00 SOIL 05/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:270:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:270:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:272: Description One Soil sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:275:2056602 F-BH116 20.55 SOIL 06/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:275:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:275:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:277: Description 4 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:283:2058700 F-BH102 1.00 SOIL NAD none Pierce Booth
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:283:2058701 F-BH102 1.50 SOIL NAD none Pierce Booth
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:283:2058702 F-BH102 6.60 SOIL NAD none Pierce Booth
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:284:2058700 F-BH102 1.00 SOIL 09/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:284:2058701 F-BH102 1.50 SOIL 09/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:284:2058702 F-BH102 6.60 SOIL 09/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:284:2058703 F-BH102 8.20 SOIL 09/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:284:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:284:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:286: Description One Soil sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:289:2058711 F-BH102 14.50 SOIL 12/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:289:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:289:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:291: Description 2 Soil samples, 2 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:294:2058947 F-BH120 3.50 SOIL 02/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:294:2058948 F-BH120 5.50 SOIL 02/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:294:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:294:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:295: Description 7 Soil samples, 4 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:296: Sample Type SOIL SOIL SOIL SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:298:2058956 F-BH125 3.80 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:298:2058957 F-BH125 4.80 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:298:2058958 F-BH125 5.30 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:298:2058959 F-BH125 6.30 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:298:2058960 F-BH130 4.25 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:298:2058961 F-BH130 6.60 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:298:2058962 F-BH130 9.00 SOIL 04/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:298:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:298:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:299: Description One Soil sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:300: Sample Type SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:301:2058967 F-BH125 14.80 SOIL 05/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:301:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:301:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:302: Description 5 Soil samples, 2 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:305:2058982 F-BH119 2.90 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:305:2058983 F-BH119 4.30 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:305:2058984 F-BH133 0.70 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:305:2058985 F-BH133 2.70 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:305:2058986 F-BH133 5.00 SOIL 09/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:305:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:305:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:306: Description 4 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:309:2059038 F-BH104 3.00 SOIL 17/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:309:2059039 F-BH104 4.00 SOIL 17/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:309:2059040 F-BH104 6.00 SOIL 17/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:309:2059041 F-BH104 15.75 SOIL 18/08/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:309:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:309:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:310: Description 3 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:312:2059320 F-BH104 6.75 SOIL 17/08/22 PT 1L Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:312:2059321 F-BH104 12.00-12.70 SOIL 17/08/22 PT 1L Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:312:2059322 F-BH104 14.30-15.00 SOIL 17/08/22 PT 1L Organic Matter (Manual) (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:312:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:312:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:313: Description 2 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:315:2059346 F-BH115 6.00-6.75 SOIL 25/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:315:2059347 F-BH115 9.80-10.50 SOIL 25/08/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:315:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:315:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:316: Description 5 Soil samples, 3 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:323:2061468 F-BH114 0.50 SOIL Amosite Amosite present as fibre bundles Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:323:2061469 F-BH114 1.80 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:323:2061470 F-BH114 2.80 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:325:2061468 F-BH114 0.50 SOIL 16/09/22 GJ 250ml, GJ 500ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:325:2061469 F-BH114 1.80 SOIL 16/09/22 GJ 250ml, GJ 500ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:325:2061470 F-BH114 2.80 SOIL 16/09/22 GJ 250ml, GJ 500ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:325:2061471 F-BH114 3.80 SOIL 16/09/22 GJ 250ml, GJ 500ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:325:2061472 F-BH114 5.80 SOIL 16/09/22 GJ 250ml, GJ 500ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:325:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:325:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:327: Description 4 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:334:2063355 CR-TP112 0.30 SOIL NAD none Michael Kay
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:335:2063354 F-BH114 13.20 SOIL 20/09/22 GJ 250ml, GJ 500ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:335:2063355 CR-TP112 0.30 SOIL 20/09/22 GJ 250ml, GJ 500ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:335:2063356 CR-TP112 2.30 SOIL 20/09/22 GJ 250ml, GJ 500ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:335:2065445 F-BH114 20.30 SOIL 20/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days), Sulphur (free) (7 days), Total
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:335:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:335:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:337: Description 8 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:2064390 F-BH116 4.50-4.93 SOIL 02/09/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:2064391 F-BH116 6.00-6.70 SOIL 02/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:2064392 F-BH116 9.00-9.70 SOIL 02/09/22 PT 1L Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:2064393 F-BH116 11.02-11.53 SOIL 05/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:2064394 F-BH116 12.00-12.53 SOIL 05/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:2064395 F-BH116 12.88-13.50 SOIL 05/09/02 PT 1L Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:2064396 F-BH116 14.00-14.45 SOIL 05/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:2064397 F-BH116 14.55-15.00 SOIL 05/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:339:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:340: Description 5 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:346:2064595 F-TP114 0.30 SOIL NAD none Vicky Convery
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:346:2064596 F-TP114 1.00 SOIL NAD none Vicky Convery
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:346:2064597 F-TP114 3.30 SOIL NAD none Vicky Convery
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:347:2064595 F-TP114 0.30 SOIL 22/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:347:2064596 F-TP114 1.00 SOIL 22/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:347:2064597 F-TP114 3.30 SOIL 22/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:347:2064598 F-TP114 4.00 SOIL 22/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:347:2064599 F-TP114 4.30 SOIL 22/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:347:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:347:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:349: Description 5 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:350: Sample Type SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:351: Sample Type SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:352: Sample Type SOIL SOIL SOIL SOIL
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:355:2064603 F-TP113 0.50 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:355:2064604 F-TP113 2.50 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:355:2064605 F-TP113 3.30 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:356:2064602 F-TP113 0.20 SOIL 23/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:356:2064603 F-TP113 0.50 SOIL 23/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:356:2064604 F-TP113 2.50 SOIL 23/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:356:2064605 F-TP113 3.30 SOIL 23/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:356:2064606 F-TP113 4.50 SOIL 23/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:356:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:356:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:358: Description 4 Soil samples, 1 Leachate sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:366:2065529 F-TP112 0.30 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:366:2065530 F-TP112 1.00 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:366:2065531 F-TP112 2.00 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:367:2065529 F-TP112 0.30 SOIL 26/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:367:2065530 F-TP112 1.00 SOIL 26/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:367:2065531 F-TP112 2.00 SOIL 26/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:367:2065532 F-TP112 3.70 SOIL 26/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:367:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:367:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:369: Description 12 Soil samples, 5 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066853 F-TP115 0.30 SOIL Chrysotile Bundles of Chrysotile fibres Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066854 F-TP115 1.50 SOIL Chrysotile Amosite Bundles of Chrysotile & Amosite fibres Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066855 F-TP115 2.30 SOIL Amosite Chrysotile Bundles of Amosite & Chrysotile fibres Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066856 F-TP117 0.50 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066857 F-TP117 1.50 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066858 F-TP117 2.50 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066859 F-TP119 0.20 SOIL Chrysotile Chrysotile fibres present in microscopic Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066860 F-TP119 0.70 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066861 F-TP119 1.70 SOIL Chrysotile Amosite Bundles of Chrysotile fibres & Chrysotile Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:382:2066862 F-TP119 2.70 SOIL NAD none Darryl Fletcher
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066853 F-TP115 0.30 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066854 F-TP115 1.50 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066855 F-TP115 2.30 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066856 F-TP117 0.50 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066857 F-TP117 1.50 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066858 F-TP117 2.50 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066859 F-TP119 0.20 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066860 F-TP119 0.70 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066861 F-TP119 1.70 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066862 F-TP119 2.70 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066863 F-TP119 3.00 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:2066864 F-TP119 4.00 SOIL 27/09/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:385:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:387: Description 7 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:389:2068166 F-BH114 3.00-3.70 SOIL 03/10/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:389:2068167 F-BH114 5.40-6.00 SOIL 03/10/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:389:2068168 F-BH114 6.00-6.90 SOIL 03/10/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:389:2068169 F-BH114 8.30-9.00 SOIL 03/10/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:389:2068170 F-BH114 9.00-9.70 SOIL 03/10/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:389:2068171 F-BH114 11.40-12.00 SOIL 20/09/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:389:2068172 F-BH114 12.93-13.45 SOIL 03/10/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:389:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:389:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:390: Description 3 Soil samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:392:2068173 F-BH102 6.75-7.15 SOIL 03/10/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:392:2068174 F-BH102 8.27-9.00 SOIL 03/10/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:392:2068175 F-BH102 11.44-12.00 SOIL 03/10/22 PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:392:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:392:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:393: Description 9 Soil samples, 3 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:407:2069596 F-TP104 SOIL NAD none Steven Lambert
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:407:2069597 F-TP104 0.50 SOIL NAD none Steven Lambert
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:407:2069598 F-TP104 1.50 SOIL NAD none Steven Lambert
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:407:2069601 F-TP105 SOIL NAD none Steven Lambert
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:407:2069602 F-TP105 0.50 SOIL NAD none Steven Lambert
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:407:2069603 F-TP105 1.80 SOIL NAD none Steven Lambert
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:2069596 F-TP104 SOIL 05/10/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:2069597 F-TP104 0.50 SOIL 05/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:2069598 F-TP104 1.50 SOIL 05/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:2069599 F-TP104 2.40 SOIL 05/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:2069600 F-TP104 3.40 SOIL 05/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:2069601 F-TP105 SOIL 05/10/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:2069602 F-TP105 0.50 SOIL 05/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:2069603 F-TP105 1.80 SOIL 05/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:2069604 F-TP105 2.80 SOIL 05/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:408:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:410: Description 11 Soil samples, 4 Leachate samples.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:423:2070379 F-TP106A 0.00 SOIL Chrysotile Chrysotile present as fibre bundles Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:423:2070380 F-TP106A 0.50 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:423:2070381 F-TP106A 1.00 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:423:2070384 F-TP116 0.20 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:423:2070385 F-TP116 0.80 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:423:2070386 F-TP116 1.50 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:423:2070387 F-TP116 3.10 SOIL NAD none Josh Best
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070379 F-TP106A 0.00 SOIL 07/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070380 F-TP106A 0.50 SOIL 07/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070381 F-TP106A 1.00 SOIL 07/10/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070382 F-TP106A 2.00 SOIL 07/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070383 F-TP106A 2.50 SOIL 07/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070384 F-TP116 0.20 SOIL 06/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070385 F-TP116 0.80 SOIL 06/10/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070386 F-TP116 1.50 SOIL 07/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070387 F-TP116 3.10 SOIL 07/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070388 F-TP116 4.10 SOIL 07/10/22 GJ 250ml, GJ 60ml, PT 1L Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:2070389 F-TP116 4.50 SOIL 07/10/22 GJ 250ml, GJ 60ml, PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:425:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:427: Description One Soil sample.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:429:2078777 F-TP112 4.00-4.50 SOIL 26/09/22 PT 1L Anions 2:1 (30 days), Total Sulphur ICP (7 days),
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:429:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:429:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:433:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:433:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:433:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:437:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:437: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:437: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:444:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:444:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:444:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:448:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:449:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:461:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:461:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:461:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:465:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:466:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:466: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:466: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:466: TM61 USEPA Method 245.7, Rev 2, Feb 2005. SOILS: Modified USEPA Method 7471B, PM0 No preparation is required. Yes
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:467:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:477:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:477:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:477:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:482:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:483:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:483: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:483: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:483: TM61 USEPA Method 245.7, Rev 2, Feb 2005. SOILS: Modified USEPA Method 7471B, PM0 No preparation is required. Yes
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:484:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:496:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:496:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:496:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:500:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:500: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:500: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:501:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:501: TM61 USEPA Method 245.7, Rev 2, Feb 2005. SOILS: Modified USEPA Method 7471B, PM0 No preparation is required.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:502:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:514:Please note we are only MCERTS accredited (UK soils only) for sand, loam and clay and any other matrix is outside our scope of accreditation.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:514:Where a CEN 10:1 ZERO Headspace VOC test has been carried out, a 10:1 ratio of water to wet (as received) soil has been used.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:514:Surrogate compounds are added during the preparation process to monitor recovery of analytes. However low recovery in soils is often due to peat,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:518:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:518: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:518: SOILS by Modified USEP 6010B, Rev.2, Dec.1996; Modified EPA Method 3050B, Rev.2,
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:519:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:519: TM61 USEPA Method 245.7, Rev 2, Feb 2005. SOILS: Modified USEPA Method 7471B, PM0 No preparation is required.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:520:Test Method No. Description No. (if Description (UK soils dry weight
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17093,22-17940 2052084 F-BH124 3.79-3.90 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17093,22-17940 2052085 F-BH124 5.50-6.00 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17093,22-17940 2052086 F-BH124 6.70-6.80 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17093,22-17940 2052087 F-BH124 7.50-7.60 SOIL Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17093,22-17940 2052088 F-BH124 9.90-10.50 SOIL Carbonate (28 days), Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17093,22-17940 2052089 F-BH124 11.10-11.20 SOIL Organic Matter (Manual) (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17093,22-17940 2052090 F-BH124 12.00-12.10 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17093,22-17940 2052091 F-BH124 14.30-14.90 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17096 2052094 F-BH120 4.10-4.50 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17096 2052095 F-BH120 4.83-5.20 SOIL Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17096 2052097 F-BH120 7.50-7.60 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17096 2052099 F-BH120 12.40-12.50 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17096 2052101 F-BH120 14.00-15.00 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17096 2052102 F-BH120 30.00-31.50 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17176,22-18149 2052473 F-BH125 4.50-4.80 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)2052474F-BH125 6.50-6.90 SOIL04/08/22PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17176,22-18149 2052476 F-BH125 9.00-9.10 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)2052474F-BH125 6.50-6.90 SOIL04/08/22PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17176,22-18149 2052478 F-BH125 11.46-11.90 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)2052474F-BH125 6.50-6.90 SOIL04/08/22PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17176,22-18149 2052882 F-BH125 14.90-15.00 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)2052474F-BH125 6.50-6.90 SOIL04/08/22PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17283 2053079 F-BH119 3.00-3.10 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)2053080F-BH119 4.60-5.10 SOIL09/08/22PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17283 2053081 F-BH119 8.10-8.20 SOI Total Sulphur ICP (7 days), pH + Conductivity (7 days)2053080F-BH119 4.60-5.10 SOIL09/08/22PT 1L
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18458 2059320 F-BH104 6.75 SOIL Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18458 2059321 F-BH104 12.00-12.70 SOIL Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18458 2059322 F-BH104 14.30-15.00 SOIL Organic Matter (Manual) (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19275 2064390 F-BH116 4.50-4.93 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19275 2064392 F-BH116 9.00-9.70 SOIL Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19275 2064395 F-BH116 12.88-13.50 SOIL Carbonate (28 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-22032 2078777 F-TP112 4.00-4.50 SOIL Anions 2:1 (30 days), Total Sulphur ICP (7 days), Total Sulphate ICP (30 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-16049 2046862 F-BH119 2.90 SOIL Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-16049 2046863 F-BH119 4.30 SOIL Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17018 2051750 F-BH104 21.80 SOIL Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17019 2051752 F-BH104 3.00 SOIL Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17019 2051753 F-BH104 4.00 SOIL Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH + Conductivity (7 days), VOC (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17019 2051755 F-BH104 6.00 SOIL Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17019 2051756 F-BH104 15.75 SOIL Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17882 2056242 F-BH116 4.90 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17882 2056243 F-BH116 5.90 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-17885 2056247 F-BH116 14.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18312 2058700 F-BH102 1.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18373 2058947 F-BH120 3.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18373 2058948 F-BH120 5.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18376 2058956 F-BH125 3.80 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18376 2058957 F-BH125 4.80 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18376 2058958 F-BH125 5.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18376 2058959 F-BH125 6.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18377 2058967 F-BH125 14.80 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18381 2058982 F-BH119 2.90 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18381 2058983 F-BH119 4.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18398 2059038 F-BH104 3.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18398 2059039 F-BH104 4.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18398 2059040 F-BH104 6.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18398 2059041 F-BH104 15.75 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18803 2061468 F-BH114 0.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18803 2061469 F-BH114 1.80 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-18803 2061471 F-BH114 3.80 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19109 2065445 F-BH114 20.30 SOIL Ammonia (3 days), Sulphur (free) (7 days), Total Sulphur ICP (7 days), pH + Conductivity (7 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19347 2064596 F-TP114 1.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19347 2064597 F-TP114 3.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19347 2064598 F-TP114 4.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19347 2064599 F-TP114 4.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19349 2064602 F-TP113 0.20 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19349 2064604 F-TP113 2.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19349 2064605 F-TP113 3.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19513 2065529 F-TP112 0.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19513 2065531 F-TP112 2.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19513 2065532 F-TP112 3.70 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19762 2066853 F-TP115 0.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19762 2066855 F-TP115 2.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19762 2066856 F-TP117 0.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19762 2066857 F-TP117 1.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-19762 2066858 F-TP117 2.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20306 2070249 F-TP120 0.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20306 2070250 F-TP120 0.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20306 2070252 F-TP120 2.30 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20306 2070253 F-TP120 3.00 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20306 2070255 F-TP121 0.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20306 2070256 F-TP121 0.80 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20306 2070257 F-TP121 1.80 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20306 2070258 F-TP121 3.80 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20457 2070384 F-TP116 0.20 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20457 2070386 F-TP116 1.50 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:524:DETS 22-20457 2070387 F-TP116 3.10 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:525:DETS 22-20457 2070388 F-TP116 4.10 SOIL Ammonia (3 days)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:527:Comparison of Measured Concentrations of Contaminants of Concern in Soil with Human Health GAC
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:528:Appendix H : Comparison of Measured Concentrations of CoC in Soil with GAC (mg/kg)
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:528: Group Criteria - Soil Sampled Date 16/09/2022 16/09/2022 16/09/2022 16/09/2022 16/09/2022 20/09/2022 20/09/2022 25/08/2022 25/08/2022 02/09/2022 02/09/2022 05/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:529: Group Criteria - Soil Sampled Date 16/09/2022 16/09/2022 16/09/2022 16/09/2022 16/09/2022 20/09/2022 20/09/2022 25/08/2022 25/08/2022 02/09/2022 02/09/2022 05/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:530: Group Criteria - Soil Sampled Date 16/09/2022 16/09/2022 16/09/2022 16/09/2022 16/09/2022 20/09/2022 20/09/2022 25/08/2022 25/08/2022 02/09/2022 02/09/2022 05/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:531: Group Criteria - Soil Sampled Date 16/09/2022 16/09/2022 16/09/2022 16/09/2022 16/09/2022 20/09/2022 20/09/2022 25/08/2022 25/08/2022 02/09/2022 02/09/2022 05/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:532:Appendix H : Comparison of Measured Concentrations of CoC in Soil with GAC (mg
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:532: Group Criteria - Soil 06/09/2022 27/09/2022 27/09/2022 27/09/2022 06/10/2022 06/10/2022 07/10/2022 07/10/2022 07/10/2022 07/10/2022 27/09/2022 27/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:533: Group Criteria - Soil 06/09/2022 27/09/2022 27/09/2022 27/09/2022 06/10/2022 06/10/2022 07/10/2022 07/10/2022 07/10/2022 07/10/2022 27/09/2022 27/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:534: Group Criteria - Soil 06/09/2022 27/09/2022 27/09/2022 27/09/2022 06/10/2022 06/10/2022 07/10/2022 07/10/2022 07/10/2022 07/10/2022 27/09/2022 27/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:535: Group Criteria - Soil 06/09/2022 27/09/2022 27/09/2022 27/09/2022 06/10/2022 06/10/2022 07/10/2022 07/10/2022 07/10/2022 07/10/2022 27/09/2022 27/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:536:Appendix H : Comparison of Measured Concentrations of CoC in Soil with GAC (mg
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:536: Group Criteria - Soil 27/09/2022 02/08/2022 02/08/2022 02/08/2022 03/08/2022 03/08/2022 01/08/2022 01/08/2022 01/08/2022 02/08/2022 02/08/2022 04/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:537: Group Criteria - Soil 27/09/2022 02/08/2022 02/08/2022 02/08/2022 03/08/2022 03/08/2022 01/08/2022 01/08/2022 01/08/2022 02/08/2022 02/08/2022 04/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:538: Group Criteria - Soil 27/09/2022 02/08/2022 02/08/2022 02/08/2022 03/08/2022 03/08/2022 01/08/2022 01/08/2022 01/08/2022 02/08/2022 02/08/2022 04/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:539: Group Criteria - Soil 27/09/2022 02/08/2022 02/08/2022 02/08/2022 03/08/2022 03/08/2022 01/08/2022 01/08/2022 01/08/2022 02/08/2022 02/08/2022 04/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:540:Appendix H : Comparison of Measured Concentrations of CoC in Soil with GAC (mg
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:540: Group Criteria - Soil 04/08/2022 04/08/2022 04/08/2022 05/08/2022 05/08/2022 28/07/2022 28/07/2022 28/07/2022 29/07/2022 26/09/2022 26/09/2022 26/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:541: Group Criteria - Soil 04/08/2022 04/08/2022 04/08/2022 05/08/2022 05/08/2022 28/07/2022 28/07/2022 28/07/2022 29/07/2022 26/09/2022 26/09/2022 26/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:542: Group Criteria - Soil 04/08/2022 04/08/2022 04/08/2022 05/08/2022 05/08/2022 28/07/2022 28/07/2022 28/07/2022 29/07/2022 26/09/2022 26/09/2022 26/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:543: Group Criteria - Soil 04/08/2022 04/08/2022 04/08/2022 05/08/2022 05/08/2022 28/07/2022 28/07/2022 28/07/2022 29/07/2022 26/09/2022 26/09/2022 26/09/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:544:Appendix H : Comparison of Measured Concentrations of CoC in Soil with GAC (mg
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:544: Group Criteria - Soil 26/09/2022 23/09/2022 23/09/2022 23/09/2022 23/09/2022 23/09/2022 22/09/2022 22/09/2022 22/09/2022 22/09/2022 22/09/2022 09/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:545: Group Criteria - Soil 26/09/2022 23/09/2022 23/09/2022 23/09/2022 23/09/2022 23/09/2022 22/09/2022 22/09/2022 22/09/2022 22/09/2022 22/09/2022 09/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:546: Group Criteria - Soil 26/09/2022 23/09/2022 23/09/2022 23/09/2022 23/09/2022 23/09/2022 22/09/2022 22/09/2022 22/09/2022 22/09/2022 22/09/2022 09/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:547: Group Criteria - Soil 26/09/2022 23/09/2022 23/09/2022 23/09/2022 23/09/2022 23/09/2022 22/09/2022 22/09/2022 22/09/2022 22/09/2022 22/09/2022 09/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:548:Appendix H : Comparison of Measured Concentrations of CoC in Soil with GAC (mg
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:548: Group Criteria - Soil 09/08/2022 10/08/2022 06/12/2022 06/12/2022 06/12/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:549: Group Criteria - Soil 09/08/2022 10/08/2022 06/12/2022 06/12/2022 06/12/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:550: Group Criteria - Soil 09/08/2022 10/08/2022 06/12/2022 06/12/2022 06/12/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:551: Group Criteria - Soil 09/08/2022 10/08/2022 06/12/2022 06/12/2022 06/12/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022 06/10/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:552:Appendix H : Comparison of Measured Concentrations of CoC in Soil with GAC (mg
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:552: Group Criteria - Soil 06/10/2022 06/10/2022 06/10/2022 09/09/2022 09/09/2022 09/09/2022 09/09/2022 12/09/2022 17/08/2022 17/08/2022 17/08/2022 17/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:553: Group Criteria - Soil 06/10/2022 06/10/2022 06/10/2022 09/09/2022 09/09/2022 09/09/2022 09/09/2022 12/09/2022 17/08/2022 17/08/2022 17/08/2022 17/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:554: Group Criteria - Soil 06/10/2022 06/10/2022 06/10/2022 09/09/2022 09/09/2022 09/09/2022 09/09/2022 12/09/2022 17/08/2022 17/08/2022 17/08/2022 17/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:555: Group Criteria - Soil 06/10/2022 06/10/2022 06/10/2022 09/09/2022 09/09/2022 09/09/2022 09/09/2022 12/09/2022 17/08/2022 17/08/2022 17/08/2022 17/08/2022
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:556:Appendix H : Comparison of Measured Concentrations of CoC in Soil with GAC (mg
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:556: Group Criteria - Soil 18/08/2022 18/08/2022 21/04/2004 05/12/2022 05/01/2023
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:557: Group Criteria - Soil 18/08/2022 18/08/2022 21/04/2004 05/12/2022 05/01/2023
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:558: Group Criteria - Soil 18/08/2022 18/08/2022 21/04/2004 05/12/2022 05/01/2023
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:559: Group Criteria - Soil 18/08/2022 18/08/2022 21/04/2004 05/12/2022 05/01/2023
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:560:Comparison of Measured Concentrations of Contaminants of Concern in Soil Leachate with GAC
R-2023-0277-CD-DECISION NOTICE.pdf:4: the investigation of soils, groundwater or geotechnical purposes shall be
R-2021-0906-CD-Condition 4 Discharge Cover Letter.pdf:1:“Development of soil treatment area comprising of hard standing, water treatment area and associated
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:1:Development of soil treatment area
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:2:Document title: Development of soil treatment area comprising of hard standing,
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:4:R/2021/0432/FFM in relation to the development of soil treatment area comprising of hard
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:4: • Soil Treatment Area Water Collection: surface water runoff from the soil treatment
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:4: • LNAPL/ Water Separator: The water abstracted from the soil treatment area is
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:8: from soil Separator Filter Carbon Carbon
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:8: Soil Treatment Area flow/volume
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:8: Soil Treatment
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:10: 4. REFER TO APPLICATION “R/2021/0432/FFM” FOR SOIL
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:10: ARRANGEMENTS AT SOIL TREATMENT HOSPITAL.
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:10: SOIL TREATMENT PLANNING
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:10: TANKERS ROUTE FROM THE SOIL
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:10: SOIL
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:10: SOIL TREATMENT AREA
R-2021-0906-CD-Agent email.pdf:1:Subject: FW: Teesworks Soil Hospital - Discharge of Condition 4 (Ref; R/2021/0906/CD)
R-2021-0906-CD-Agent email.pdf:1:Subject: Teesworks Soil Hospital - Discharge of Condition 4 (Ref; R/2021/0906/CD) NLP-DMS.FID728647
R-2021-0906-CD-Agent email.pdf:1:The proposed impermeable surface of the soil treatment area is to be constructed above existing ground utilising tested
R-2021-0906-CD-Agent email.pdf:1:contaminated soils will be placed in windrows within the soil treatment until construction of the impermeable surface,
R-2021-0906-CD-Decision Notice 0906.pdf:1: R/2021/0432/FFM - DEVELOPMENT OF SOIL TREATMENT AREA
R-2021-0906-CD-Decision Notice 0906.pdf:2: R/2021/0432/FFM - DEVELOPMENT OF SOIL TREATMENT AREA
R-2021-0906-CD-ApplicationFormRedacted.pdf:2:DEVELOPMENT OF SOIL TREATMENT AREA COMPRISING OF HARD STANDING, WATER TREATMENT AREA AND ASSOCIATED APPARATUS AND
R-2021-0906-CD-EA_R20210906CD_OFFICIAL_240222.pdf:1:R/2021/0432/FFM - DEVELOPMENT OF SOIL TREATMENT AREA
R-2021-0906-CD-Officer Report 0906.pdf:1: DEVELOPMENT OF SOIL TREATMENT AREA
R-2021-0906-CD-Officer Report 0906.pdf:1:The planning permission sought consent for development of soil treatment area
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020.PDF:19:M5.6 Excavated material would comprise inert soils and stones and Made Ground. In line with the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020.PDF:20: no void space remaining requiring the import of soils. This assumption is supported by STDC’s
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:24: Works; storage of soils and its final use in the remediation and Dorman Point site,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44: groundwater receptors. Excavations can lead to contaminants entering the soils, subsequent
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:9: • Good Practice Guide for Handling Soils (MAFF, 2000) (Ref 42);
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:19: Cranfield University’s National Soils Resources Institute Soil type and land use.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:19: Soilscapes website (Ref 10).
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:19: Enviros (2004), Soil and Groundwater Baseline Groundwater quality.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:32: Geology and Soils
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:32:G4.36 The UK Soil Observatory viewer indicates that the Soilscapes Mapping for England and Wales
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:32: base-rich loamy and clayey soils. However, in the western part of the site, there are loamy and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:32: clayey soils of coastal flats with naturally high groundwater.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:41: generally devoid of natural surface soil resources, and that significant deposits of Made Ground
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:41: industrial nature of the site and absence of natural surface soils, soils are not an agricultural
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:41: resource and are not considered to be a sensitive receptor in this respect. Therefore, a soils
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:42: but not limited to, spills, storage of soils and control of construction related dust and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:42: other substances from entering watercourses. Details will be recorded of the soils,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:46: to easily transmit pollution to groundwater with high leaching soils). During site preparation
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:54: contaminated soils are removed in
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:(groundwater quality) of soils during this would be managed through
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55: soils encountered
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:56: soils encountered
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:56: soils encountered
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58: Glaciolacustrine deposits superficial aquifer. Also, the use of site-won and imported soil-based
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58: viable pollutant linkage between the potentially contaminated shallow soils (Made Ground) and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:66: contaminated soils. This will
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:66: and sediment contaminated soils are
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: infiltration into potentially contaminated soils. Any storage for rainwater shall be lined or in
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: tanks that are suitably protected against ingress from contaminated soils. This will prevent
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:69: 4 BFIHOST Base Flow Index estimated from soil type
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:69: 26 PROPWET FEH index of proportion of time that soil is wet
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:69: 30 SPRHOST Standard percentage runoff estimated from soil type
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:70: 10 Corus (2004) Soils and Groundwater Baseline Characterisation Study Teesside Works.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:70: 11 CSAI (2020). Soilscapes Soil Types Viewer - National Soil Resources Institute. Cranfield
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:71: 22 Enviros (2004), Soil and Groundwater Baseline Characterisation Study Teesside Works
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:72: 44 MAFF (2000). Land use and planning: Good practice guide for handling soils.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:5: 15 Appendix H15: Soil and Groundwater Baseline Characterisation Study Corus Teesside
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:5: 16 Appendix H16: Soil and Groundwater Baseline Characterisation Study Corus Teesside
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:5: 17 Appendix H17: Soil and Groundwater Baseline Characterisation Study Corus Teesside
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:6:H2.1 The legislation, policy and documentation applicable to Land Quality and Soil Contamination at
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:6: soil. Science Report SC070009/SR1 (Ref 3);
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:6: 4 Derivation and use of soil screening values for assessing ecological risks Report – ShARE
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:7: landscapes, sites of biodiversity or geological value and soils; (b) recognising…the wider
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:7: unacceptable levels of soil, air, water or noise pollution or land instability…; and (f) by
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:9: 11 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Factual
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:9: 12 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:10: 13 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Summary
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:11: well as reduce leaching of residual soil contamination due to rainfall;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:11: Sensitivity Receptors Susceptible to Land Soil and Geological Resources
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:11: Water features deemed to be of high value High quality agricultural soils (Grade 1 and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:11: Ecological features deemed to be of high 2) or soils of high nature conservation or
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: Sensitivity Receptors Susceptible to Land Soil and Geological Resources
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: Soil/materials disposal required following
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: Construction workers involved in above Good quality agricultural soils (Grade 3a) or
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: ground works soils of medium conservation or landscape
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: Ecological features deemed to be of Soils/materials disposal required following
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: Commercial areas within 50 to 250 m of Moderate or poor-quality agricultural soils
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: construction works (Grade 3b or 4) or soils of low nature
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: Soil/materials disposal required following
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: Commercial areas within >250 m of Very poor-quality agricultural soils (Grade
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:12: construction works 5) or soils of negligible nature conservation
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:13: Magnitude Receptors Susceptible to Land Contamination Soil and Geological Resources
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:13: Substantial acute pollution or long-term volume of surplus soil for off-site
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:13: (Principal Aquifer, groundwater source Classification of surplus soil as
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:13: scale pollution of sensitive water volume of surplus soil for off-site
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:13: pollution of non- sensitive water resources surplus soil for off-site disposal
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:14: Magnitude Receptors Susceptible to Land Contamination Soil and Geological Resources
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:14: resource soil required
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: Soil and Groundwater TS2 – area known as the Excavation of 9No shallow trial pits (11BT5 –
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: Recovery of 22No soil samples from Made
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: Soil samples were analysed for soil samples were
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: Environmental from the HFO pipeline. Soil samples were
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: Redcar For Allied steelmaking slag present in the soil and whether
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: steelmaking slag present in the soil and whether
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Draft Factual Report Soil and soil leachate samples were analysed for
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: (AEG 2020) soil samples were analysed for asbestos, heavy
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Soil and soil leachate samples were analysed for
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: soil samples were analysed for asbestos, heavy
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Draft data - Teardrop Soil and soil leachate samples were analysed for
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Ground investigation soil samples were analysed for asbestos, heavy
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:23: bricks, ash, soil, and rubble. Some records from the investigation to realign the Darlington to
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:26: inspect the landfill, topographic surveys every two years, installation of a manufactured soil cap,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:26: slag, elevated pH, soil gases, metals, domestic waste and sulphides/sulphates/carbonates;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:27: Soil and Groundwater Baseline Characterisation Study (Enviros 2004)
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:27: hydrocarbons were measured in soils. The report concluded the residual impacts represented a
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:27:H4.60 Potential risks to human health via intake of a range of contaminants from shallow soils (Made
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:27: unacceptable risks were identified from contact with or ingestion of soils on the site.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28:H4.62 Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: soil leachate analysis results indicating that some leaching is occurring into shallow
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: previously leached from soils.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:29: compounds are present within the underlying soils.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:31: include soil and groundwater analysis and gas monitoring as required;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:32: disturb the soil and result in dust generation as well as provide opportunities for direct contact
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:32: soil and result in dust generation as well as provide opportunities for direct contact and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:32:H5.7 Asbestos screening was undertaken on soil sampled from across the site and fibres have been
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:33: mitigation is medium. This is due to the potential for soil/materials disposal required following
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: stockpiled and covered to control potential dust generation. Any soils containing asbestos that
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: where free fibres have been detected or are suspected. Where necessary soils containing
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: asbestos will be managed by maintaining mist sprays to keep the soils wet whilst handled and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: implemented based on the sampling results. Where soils containing Contaminants of Concern
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: the reuse threshold soils may be reused as infill to excavation voids at depths below 0.6 m of
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: proposed. There remains a data gap with respect to groundwater quality and soil leaching
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35:H6.14 Remediation of soils as detailed above, will however reduce the impact on these environmental
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:37: impact following additional mitigation e.g. soil remediation is negligible. Therefore, the impacts
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:38: from contamination in Made Ground soils have been set out below in Table 8.1. The residual
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:38: Offsite Human soils, asbestos and at worst Moderate Contamination and Negligible: off-site
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:39: Built Soil/materials Minor Adverse and Not Minimisation of Negligible and Not
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:41: soil. Science Report SC070009/SR1;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:41: 4 Derivation and use of soil screening values for assessing ecological risks Report – ShARE
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:43: 52 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Factual
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:43: 53 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:43: 54 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Summary
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:11: generation. Any soils containing asbestos
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:11: Where necessary soils containing asbestos
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:11: to keep the soils wet whilst handled and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:11: based on the sampling results. Where soils
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:11: are below the reuse threshold soils may be
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:18: contaminated soils are removed in
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:6:1.17 STDC has obtained planning permission for the storage of soil in two mounds on the site, and its
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:12: substrates are compacted, hard material, mainly blast furnace slag with a light covering of soil
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:13: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:20: development is anticipated to result in surplus soil arisings. Excavated materials will be assessed
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:20: backfilling, and compaction may disturb the soil and result in dust generation and the potential
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:25: Works; Grangetown Prairie; 27.09.2019 preparation and temporary storage of soils and its final use in the remediation
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:4:Teesworks are that there is a known history of disturbance with soils being moved or material added
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:4:developed a very thin layer of soil so that the surface may be loose but with certain exceptions this is
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:5:stable vegetation unless disturbance of soil continues. Reasonably variable in biodiversity value
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:18: the temporary storage of soils and its final use in the remediation and preparation of land for
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:18: storage of soils in mounds, and secondly for its final use in the remediation and preparation of
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:18:B4.18 This permission is of relevance to this EIA insofar as it grants permission for the storage of soil
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:31: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:34: will be recorded of the soils, chemicals and oils used during the construction process;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:24: water, land, soil and biodiversity) used;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:24: emissions (such as water, air, soil and subsoil pollution, noise,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:24: (for example land take), soil (for example organic matter,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:25: (b) the use of natural resources, in particular land, soil, water
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:21: blast furnace slag with a light covering of soil but in places the substrates are loose, for example
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:22: replaced by more stable vegetation unless disturbance of soil continues. Reasonably variable
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:22: likely to be a reflection of the extent to which the underlying substrate is covered by soil. The
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:26: limited to, spills, storage of soils and control of construction related dust and the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:29: construction as a result of silt and contaminated soils entering the watercourse. However, as set
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:6: risk from, or being adversely affected by, unacceptable levels of soil, air, water or noise
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:8: nuisance is the result of the perception of the soiling of surfaces by excessive rates of dust
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:8: and the highly subjective relationship between deposition events, surface soiling and the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:10: development are dust deposition, resulting in the soiling of surfaces; visible dust plumes;
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:5: • Assessment of deep soils, ground and surface water should be
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:5: including ground gas monitoring of shallow soils should be carried out
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:8:remediation of the site through the digging down and processing of the soils
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:10: • Assessment of deep soils, ground and surface water should be
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:10: including ground gas monitoring of shallow soils should be carried out
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:19: 2 Environmental Site Assessment (Shallow Soils), Arcadis, August 2020
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:20: • An assessment of deep soils, ground and surface water to further
R-2020-0465-FFM-60722_01 - Cover Letter - 24.08.20.PDF:4:A Phase II Environmental Site Assessment (Shallow soils), prepared by Arcadis, has been submitted as part
R-2020-0465-FFM-60722_01 - Cover Letter - 24.08.20.PDF:4:to human health, controlled waters and built and ecological receptors in relation to shallow soils at the site.
R-2020-0465-FFM-60722_01 - Cover Letter - 24.08.20.PDF:7:• Phase II Environmental Site Assessment (Shallow Soils), prepared by Arcadis (incorporating a statement
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:9:• Where materials such as scrap metals or highly contaminated soils can not be
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:12:is the potential that soils from the proposed development site will be taken and
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:18:and northern moors where the soil is less free draining. On the western, southern
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:18:and central moors where the soil is free draining, the site contains the Annex I
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:31:the STDC site. As soils from the proposed development site may be stored in one
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:32:from soil storage in other areas of the STDC has not been assessed further in this
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:34: soils and its final use
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:35:ground, removal of contaminated soils or materials, removal of existing
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:35:mitigate any accidents including but not limited to spills, storage of soils and
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:39:Six locations for the potential storage of soil were assessed and any likely
R-2020-0465-FFM-Decision Notice_R20200465FFM.pdf:2: Environmental Site Assessment (Shallow Soils), Arcadis, August 2020 and
R-2020-0465-FFM-Decision Notice_R20200465FFM.pdf:2: • An assessment of deep soils, ground and surface water to further
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:4: Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils 108
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: identified within the soil with the potential to impact groundwater quality. Based on the low
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: contaminants were identified within the soil with the potential to impact surface water quality.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:7:preparation and the temporary storage of soils.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:7:unacceptable risk from, or being adversely affect by, unacceptable levels of soil, air, water or noise pollution
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:8: Specialists/Contaminated Land: Applications in Real Environments (EIC/AGS/CL:AIRE, 2009). Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:9: Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Wood Comment: Lead in soil exceeded the current GAC for commercial end use of 2,300mg/kg. This
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soil and Groundwater
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soils: Fill materials across the site are typically characterised by alkaline pH and elevated
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: While zinc was below the GAC elevated zinc concentrations were detected which could lead to soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: There was evidence of localised hydrocarbon contamination in soil and groundwater within the
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:41: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:41: Enviros investigation (2004) had a limited soils analysis dataset for the Grangetown Prairie site as
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Enviros investigations (2008) analysed 32 soil samples for heavy metals. One sample exceeded the
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Shadbolt Environmental investigations (2011) analysed 35 soil samples, with results compared to
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: five soil samples. Visual and olfactory evidence of hydrocarbons was encountered, in trial pits, and
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: soils
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: A total of 35 soil samples were analysed for a suite of potential contaminants including metals, pH
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Chemical analysis results of soils were compared with GACs for commercial/ industrial end use. A
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Soil analysis results were compared with GACs for commercial/industrial land use.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: organic contaminants in soils, the results were all below the GAC for commercial/industrial end
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: locally. Concentrations of BTEX compounds in soils were less than the GACs used (SGVs) for
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: CH2M Hill reassessed the data acquired by Enviros in 2004, and assessed soil data based on
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Soil
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Based on the findings of the HRA, TATA proposed that the site be capped with 1m of soils,
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:Solvent extraction, air sparging, soil vapour extraction (SVE) and dual phase SVE have not been carried
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:asbestos. Soil flushing, surface amendments or soil washing are not appropriate for asbestos contamination.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:Exposure pathways for commercial/industrial end use include direct soil and indoor dust ingestion, skin
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:101:contact with soils and dusts, and inhalation of dust and vapours. As it is not pragmatic to remove all
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: S = Soils, Made Ground and sediments Volatile Pesticides
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Chemical Soil flushing S S S S
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Soil vapour extraction (SVE) S S S
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Soil washing S S S S S
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: CL4 hard surfacing to break pathway Protection against aggressive soils will be health.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:107:Site won and imported clean cover soils will be placed under a controlled methodology, mainly driven by
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:107:the arisings to ensure they are in keeping with the soil chemistry in the shallow Made Ground and do not
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:108:Table 5.1 Chemical Suitability Assessment Criteria (Industrial/ Commercial) for Soils
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:112:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:112:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: Likelihood possible under in soils at depths >1m in a residential garden, or 0.5-1.0m in
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: present and in the right place which means that it in soils at depths of 0.5-1.0m in a residential garden, or the
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: Likelihood appear very likely in the short-term and almost in soils in the top 0.5m in a residential garden.
R-2020-0465-FFM-R 20 0465 Con Land.pdf:2: Assessment of deep soils, ground and surface water should be undertaken
R-2020-0465-FFM-R 20 0465 Con Land.pdf:2: including ground gas monitoring of shallow soils should be carried out prior to
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:1:Phase II Environmental Site Assessment (Shallow Soils)
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:5: Selection of Soil GAC ………………………………………………………………………………………………………..13
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:5: Soil Quality Screening ……………………………………………………………………………………………………….14
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:5: Asbestos in Soil ……………………………………………………………………………………………………………….. 14
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:5: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….15
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:5: Soil Leachate …………………………………………………………………………………………………………………… 16
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:6:GQRA – Summary of Soil Screen
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:6:GQRA – Summary of Soil Leachate Screen
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:7:two phases, an initial investigation of shallow soils (this phase) and a subsequent investigation of deeper soils
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:7: risks associated with the site considering the findings of the initial shallow soils investigation
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:7: risks associated with the site considering the findings of the subsequent deep soils and
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:7:(SPR) linkages identified by the CSM in relation to shallow soils at the site. Where significant, and potentially
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:9: Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:11: iron rich areas. Slag is estimated to comprise 75 - 100% of the soil matrix, weighted towards the latter.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:11: demolition materials, slag was not the dominant constituent although often still present within the soil
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:14:assessed based on the likely source. This report is focused on shallow soils and does not fully assess the risks
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:14:to Controlled Waters however, soil leachate testing was conducted to give an indication of risk.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:14:sulphate concentrations. Soil samples were on average strongly alkaline ranging between pH 9.8 and 12.7.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:14:alkaline and lower than the corresponding soil samples.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15:Concentrations of PAH were measured in 29 of the 32 soil samples analysed, and in all eight samples of soil
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15:Concentrations of TPH were measured in 14 of the 32 soil samples analysed at concentrations ranging
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15:Total petroleum hydrocarbons were not measured above the method detection limit (MDL) in soil leachate.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15:No elevated concentrations of VOC, SVOC, or PCBs were measured in any of the soil samples with the
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15: Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15: During potential re-development works, sub-surface soils could be exposed at the surface due to trenching
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15: in relation to soil would be considered potentially active. Given the depth to groundwater (greater than 4.5m
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15: Direct contact pathways with soils could be active throughout a potential redevelopment; typical mitigation
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15: Leaching of contaminants in the shallow soils to groundwater within the Tidal Flat Deposits is considered
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:19:Quantitative assessment of risks arising from soil and groundwater contamination are assessed in accordance
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:19: Selection of Soil GAC
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:19: A. Vapour inhalation of indoor and outdoor air from volatile contaminants in soils, (potential CoC
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:19: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:20:Soil organic matter recorded in 32No. soil samples obtained from the site ranged from 0.2 to 4.2 % SOM. As
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:20:The selected human health GAC for soil are presented in Appendix E:
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:20: Soil Quality Screening
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:20:Contaminant concentrations in soil samples have been compared with the soil GAC in Appendix E.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:20:None of concentrations of CoC measured in the 32 soils samples were in excess of the soil GAC for the
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:20:risk to human health from these CoC in shallow soils. The maximum recorded concentrations in soil for all
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:20:polychlorinated biphenyls (PCBs) and VOCs were recorded below the method detection limit (MDL) in all soil
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:20:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:20: Asbestos in Soil
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:A total of 32No. soils samples were screened by polarised light microscopy in accordance with HSG248 for
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21: Qualitative Risk Assessment for Substances in Soil without GACs
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:available, but were recorded at less than the MDL in all soil samples. Based on a review of the MDLs, these
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:naturally in soil and some are biologically required nutrients. They may be elevated above natural levels where
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:slag and other steelmaking wastes are incorporated into soil due to the site’s former use, particularly
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:be unsuitable as a growing medium and some form of capping with “clean” soil is likely to be incorporated into
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:None of the potential contaminants of concern analysed in the soil samples were in excess of available GAC
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:linkages are not considered active for shallow soils and are unlikely to pose a significant risk to human health.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:and therefore pollutant linkage D (inhalation of dust) is considered potentially active as surface soils may
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22:At this point only a partial assessment of pollutant linkage 1 has been undertaken as the shallow soils
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22: Soil Leachate
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22:The results of 10No. soil leachate tests were compared to the WQS as shown in Appendix F. Contaminant
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:24:for DWS); direct comparison with soil leachate results is a conservative assessment as it does not take into
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:commercial redevelopment scenario and therefore further assessment of the contaminants in shallow soils is
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:contact with soil and/or groundwater. Substances such as dissolved metals, sulphate, cations, phenols and
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:in the soil samples collected from the site have not been identified in excess of the UKWIR criteria however it
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:is noted the Made Ground at the site can be alkaline (up to a pH of 12). Additional analysis of soil along any
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:27:Heavy metals have been recorded in soil and dissolved in soil leachate samples across the site. These are
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:27:Potential risks to human health via intake of a range of contaminants from shallow soils (Made Ground
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:27:of soils on the site. Soil pH was noted to be strongly basic / alkaline. Contaminants without GACs have been
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:27:obvious demolition material within Made Ground at the site in only one case. Asbestos fibres in shallow soils
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:27:contaminated soils, damping down and appropriate Personal Protective Equipment (PPE) may be sufficient to
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:27:Several exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples from Made
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:28: 2. Assessment of deep soils, ground and surface water should be undertaken prior to redevelopment to
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:28: monitoring of shallow soils should carried out prior to redevelopment to quantify the ground gas risk
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:33: Soil Source
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:34: Soil Source
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:38: Description 5 Soil samples, 2 Leachate samples.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:51:1694833 MPA_AUK_TP119_SO_0100 3 1.00 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:51:1694834 MPA_AUK_TP114_SO_0080 2A 0.80 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:51:1694835 MPA_AUK_TP109_SO_0090 3 0.90 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:51:1694836 MPA_AUK_TP116_SO_0080 3 0.80 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:51:1694837 MPA_AUK_TP115_SO_0060 3 0.60 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:52: 1.00 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:52: 0.80 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:52: 0.90 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:52: 0.80 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:52: 0.60 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:52:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:52:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:55: Description 6 Soil samples, 3 Leachate samples.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:68:1695460 MPA_AUK_TP123_SO_0100 3 1.00 SOIL NAD none Colin Patrick
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:68:1695461 MPA_AUK_TP120_SO_0080 3 0.80 SOIL NAD none Colin Patrick
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:68:1695462 MPA_AUK_TP121_SO_0080 3 0.80 SOIL NAD none Colin Patrick
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:68:1695463 MPA_AUK_TP122_SO_0070 3 0.70 SOIL NAD none Colin Patrick
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:68:1695464 MPA_AUK_TP124_SO_0080 3 0.80 SOIL NAD none Colin Patrick
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:68:1695465 MPA_AUK_TP125_SO_0080 3 0.80 SOIL NAD none Colin Patrick
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:69: 1.00 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:69: 0.80 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:69: 0.80 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:69: 0.70 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:69: 0.80 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:69: 0.80 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:69:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:69:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:72: Description 6 Soil samples, 2 Leachate samples.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:81:1696136 MP_AUK_TP106_SO_0100 3 1.00 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:81:1696137 MP_AUK_TP107_SO_0090 3 0.90 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:81:1696138 MP_AUK_TP112_SO_0090 3 0.90 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:81:1696139 MP_AUK_TP113_SO_0090 3 0.90 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:81:1696140 MP_AUK_TP117_SO_0060 3 0.60 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:81:1696141 MP_AUK_TP118_SO_0080 3 0.80 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:82: O_0100 1.00 SOIL x2, PT 1L x2
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:82: O_0090 0.90 SOIL x2, PT 1L x2
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:82: O_0090 0.90 SOIL x2, PT 1L x2
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:82: O_0090 0.90 SOIL x2, PT 1L x2
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:82: O_0060 0.60 SOIL x2, PT 1L x2
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:82: O_0080 0.80 SOIL x2, PT 1L x2
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:82:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:82:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:85: Description 8 Soil samples, 1 Leachate sample.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:98:1699073 MPA_AUK_TP126_SO_0080 3 0.80 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:98:1699074 MPA_AUK_TP127_SO_0090 3 0.90 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:98:1699075 MPA_AUK_TP128_SO_0090 3 0.90 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:98:1699076 MPA_AUYK_TP129_SO_0110 3 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:98:1699077 MPA_AUK_TP130_SO_0060 3 0.60 SOIL Chrysotile Small Bundles of Chrysotile Present Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:98:1699078 MPA_AUK_TP102A 3 1.00 SOIL Chrysotile Large bundle of Chrysotile present Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:98:1699079 MPA_AUK_TP110 3 1.00 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:98:1699080 MPA_AUK_TP111_SO_0120 3 1.20 SOIL NAD none Jordan Eadington
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99: 0.80 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99: 0.90 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99: 0.90 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99: 0 1.10 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99: 0.60 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99: SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99:1699079 MPA_AUK_TP110 1.00 SOIL 13/07/20 GJ 250ml x2, GJ 60ml x2, PT 1L x2
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99: 1.20 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:99:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:102: Description 7 Soil samples, 2 Leachate samples.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:113:1705062 MPA_AUK_TP101_SO_0090 3 0.90 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:113:1705063 MPA_AUK_TP101_SO_0350 9 3.50 SOIL Chrysotile small bundles of Chrysotile present Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:113:1705064 MPA_AUK_TP102_SO_0060 3 0.60 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:113:1705065 MPA_AUK_TP103_SO_0080 3 0.80 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:113:1705066 MPA_AUK_TP104_SO_0100 3 1.00 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:113:1705067 MPA_AUK_TP105_SO_0100 3 1.00 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:113:1705068 MPA_AUK_TP108_SO_0100 3 1.00 SOIL NAD none Joanne Luscombe
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:114: 0.90 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:114: 3.50 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:114: 0.60 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:114: 0.80 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:114: 1.00 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:114: 1.00 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:114: 1.00 SOIL
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:114:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:114:Organic soil analysis was carried out on an 'as received' sample. Organics results are corrected for moisture and expressed on a dry weight basis.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:211:GQRA – Summary of Soil Screen
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:212:Table E1: Soil GAC Protective of Human Health
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:212: Elements present naturally in soil with typically low toxicity
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:213:Table E2: Soil GAC Protective of Human Health
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:213: Elements present naturally in soil with typically low toxicity
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:214:GQRA – Summary of Soil Leachate Screen
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:216:Table F3: Soil GAC Protective of Human Health
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:216: Elements present naturally in soil with typically low toxicity
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:7:• If materials such as scrap metals or highly contaminated soils are found and
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:24:replaced by more stable vegetation unless disturbance of soil continues.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:68: 1. Known history of disturbance at the site or evidence that soil has been
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:68:developed a very thin layer of soil so that the surface may be loose but with
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:68:Infrastructure, construction or other purpose, currently unvegetated, but the soil
R-2023-0227-CD-227707TORLAPDOC012_Landscape_Maintenance_Report.pdf:11: of soil, causing minimum disturbance to plants and mulched surfaces and
R-2023-0227-CD-227707TORLAPDOC012_Landscape_Maintenance_Report.pdf:14: • Ensure that soil and grass do not become compacted or waterlogged
R-2023-0227-CD-227707TORLAPDOC012_Landscape_Maintenance_Report.pdf:14: when the soil is moist and can be worked. Seed is to be spread evenly at
R-2023-0227-CD-227707TORLAPDOC012_Landscape_Maintenance_Report.pdf:15: • Ensure that soil and grass does not become compacted or
R-2023-0227-CD-227707TORLAPDOC012_Landscape_Maintenance_Report.pdf:15: when the soil is moist and can be worked. Seed is to be spread evenly at
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:19: contaminants in the soils which could leach into watercourses on the ERF
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:19: undertaken that includes the removal of contaminated soils and other
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:19: toxic compounds in the soils. Given that remediation work has taken place
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:20: any toxic compounds in the soil that would be likely to impact on the
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:41: the removal of nitrogen and other nutrients within the plants and soils and
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:46: associated with ground preparation and temporary storage of soils and
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:51: the removal of nitrogen and other nutrients within the plants and soils and
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:72:Describe, as appropriate, the geology, geomorphology; origins - natural or artificial; hydrology; soil type; water quality;
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:72: Soil & geology basic, neutral, shingle, sand, mud, clay, alluvium, peat,
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:72: Soil mainly mineral
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:73:Describe the surface area, general geology and geomorphological features, general soil types, general land use, and climate
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:80:the soil is free-draining and has only a thin peat layer. The principal type present is heather –
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:80:and northern moors where the soil is less free-draining. Purple moor-grass Molinia caerulea
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:3: 7.1 Concentrations in soil……………………………………………………………………………………………………………..14
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:8: document “Human Health Toxicological Assessment of Contaminants in Soil”, ref SC050021 (2009).
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:8: Source: Contaminants in soil: updated collation of toxicology data and intake values for humans: dioxins, furans and
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:9: pathways following the deposition of particles to soil. These pathways include:
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:9: • ingestion of soil and dust;
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:9: • uptake of contaminants from soil into the food-chain (through home-grown produce and
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:9: Ingestion of soil Yes Yes
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: Both the HMIP and the USEPA note that the contribution from dermal exposure to soils impacted
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: subsistence farmer in a subarea with high exposures, the risk resulting from soil ingestion and
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: 7.1 Concentrations in soil
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: The concentration of each chemical in the soil is calculated from the deposition results of the air
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: calculating the accumulation of pollutants in the soil are as follows:
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: • the soil mixing depth is taken as 2 cm in general and 30 cm for produce.
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: In order to assess the amount of substance which is lost from the soil each year through
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: volatilisation, leaching and surface run-off, a soil loss constant is calculated. The rates for leaching
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:14: It is also assumed that 100% of the plant materials eaten by animals is grown on soil contaminated
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: Assessment of Contaminants in Soil”. The calculation also takes account of time spent outside, since
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: 7.4.2 Intake via soil ingestion
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: This calculation allows for the ingestion of soil and takes account of different exposure frequencies.
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: It allows for ingestion of soil attached to unwashed vegetables, unintended ingestion when farming
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:15: or gardening and, for children, ingestion of soil when playing.
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:18: Source: Contaminants in soil: updated collation of toxicological data and intake values for humans, Dioxins, furans and
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:19: type assumes the direct inhalation, and ingestion from soil, drinking water, and home-grown eggs
R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:20: 100% of the plant materials eaten by the animals is grown on soil contaminated by emission