North East File Collection - NEFC

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R-2021-0674-NM-DECISION NOTICE.pdf:2: • Details of the control measures to reduce spill of soils during

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-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-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-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-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-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-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-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-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-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-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-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-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-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-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-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-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-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-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-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

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

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

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22: Soil

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

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

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

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:21: Soil

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: Soils

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: Soil:

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-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-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

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

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

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil

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-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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:47: Description 5 Soil samples, 7 Leachate samples.

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

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

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

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

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

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

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

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

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

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

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.

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.

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

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 –

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67: BS1377:1990 – Soils for Civil

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67: 1001 Preparation of potentially contaminated soils prior to

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67: This method outlines the procedure used to describe soil

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:67: Content of Soil BS 1377:1990

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:68: soils and loose aggregates. HSE

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:68: Organic matter in soil is oxidised with potassium

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)

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

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

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)

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: The carbonate present in the soil reacts with a known

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:69: 2006 of Soil & Chloride MCERTS(Soils)

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

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)

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70:DETSC pH Value of Soil

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: The electrical conductance of a soil suspension in water or

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: Soil & Water

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: soil in saturated calcium sulphate.

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: Dried, ground soil is transferred to a dry, tared measuring

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:71: sulphide in soils and similar matrices

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:

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:71: Soils: 10mg/kg

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)

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:73: Liquid samples and aqueous soil extracts are filtered

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

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

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:

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:

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:74: Soil samples are treated with phosphoric acid to expel any

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:75: 2119 Ammonia in Soil MCERTS(Soils)

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%

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:75: Soil: 0.2mg/kg

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)

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:76: Soils mg/kg:

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:80: Metals in Soil by

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

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

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)

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: Sulphur compounds in soil are extracted using aqua regia

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: 2320 Soil by ICP

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: The sulphate in the soil is extracted in dilute hydrochloric

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: content of Soil by 0.01%

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:82: Sulphur compounds in soil are extracted using aqua regia

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83: The mercury is extracted from soil in aqua regia with

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83: Mercury in Soil

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83:DETSC Extraction. Soil: 100µg/kg

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:83: Soils, waters and aqueous samples are tested on an as-

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:84: Soil samples are extracted with a water-immiscible solvent Cyclohexane:

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:84: Matter in Soil The Determination of Material

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Soils are extracted in dichloromethane (DCM) by

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: National Grid Property Holdings Soil:

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

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%

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Section 3.12 Soil Analysis: Elemental Water:

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Waters and aqueous extracts of soils are extracted using

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Soil mg/kg:

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: are extracted from soil and water using n-Hexane. The

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: National Grid Property Holdings AL12-16 =1.2 Soil:

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Soils and associated materials are extracted in

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:85: Soils are extracted into hexane: acetone by shaking. The

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:86: The PAHs in the soil sample are extracted into hexane:

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:86: Soils by GC-MS Compounds by Gas Chromatography – PAH

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:86: Soil:

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:86: 10 mg/kg Soil:

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-

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87:DETSC USEPA Method 8015B – Non- Soil:

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87: BTEX, MTBE and PRO in soils are determined via

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87:DETSC PRO in Soils by MCERTS(Soils)

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87: An as-received soil sample is extracted in Hexane:Acetone

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:87:DETSC PCBs in Soils by 101=1.32 PCB UKAS

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:89: The SVOCs in the soil sample are extracted into DCM:

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:89: Soils by GCMS the appropriate internal standard mass peak area.

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:90: 5008 Soil

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf:50: Description 120 Soil samples, 24 Leachate samples, 42 Water samples.

COMPLIANCE OFFFICER REPORT.pdf:3:naphthalene and free cyanide in soil, and for groundwater a number of

COMPLIANCE OFFFICER REPORT.pdf:3:of naphthalene measured in soil are still above the GAC and should not be

COMPLIANCE OFFFICER REPORT.pdf:3:measured concentrations of free cyanide in soil and groundwater beneath the site is

COMPLIANCE OFFFICER REPORT.pdf:3:construction workers to the underlying soils however they stated for surface water

MGE04321 Cont Land.pdf:2: naphthalene and free cyanide in soil, and for groundwater a number of

MGE04321 Cont Land.pdf:2: of naphthalene measured in soil are still above the GAC and should not be

MGE04321 Cont Land.pdf:2: measured concentrations of free cyanide in soil and groundwater beneath the site is

MGE04321 Cont Land.pdf:3:construction workers to the underlying soils however they stated for surface water

Phase II ESA.pdf:5: Selection of Soil GAC ………………………………………………………………………………………………………..31

Phase II ESA.pdf:5: Soil Risk Assessment ………………………………………………………………………………………………………..32

Phase II ESA.pdf:5: Asbestos in Soil ………………………………………………………………………………………………………………..34

Phase II ESA.pdf:5: Qualitative Risk Assessment for Substances in Soil without GACs ………………………………………….34

Phase II ESA.pdf:5: Soil Leachate ……………………………………………………………………………………………………………………38

Phase II ESA.pdf:6:GQRA – Summary of Soil Screen

Phase II ESA.pdf:6:GQRA – Summary of Soil Leachate Screen

Phase II ESA.pdf:9:  Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for

Phase II ESA.pdf:9:  Soil sampling for in-field assessment and submission to Derwentside Environmental Testing Services

Phase II ESA.pdf:18: constituent although often still present within the soil matrix.

Phase II ESA.pdf:29:With the exception of hexavalent chromium, the metals analysed were detected in the majority of the soil

Phase II ESA.pdf:29:higher in slag dominant made ground. Soil samples ranged from alkaline 9.7 (slag dominant Made Ground) to

Phase II ESA.pdf:29:and lower than the corresponding soil samples.

Phase II ESA.pdf:30:Concentrations of TPH were detected above the MDL in approximately half of soil samples. The following

Phase II ESA.pdf:32:Low levels of VOC, SVOC, and PCBs were measured infrequently in soil samples.

Phase II ESA.pdf:33: Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both

Phase II ESA.pdf:33: During potential re-development works, sub-surface soils could be exposed at the surface due to trenching

Phase II ESA.pdf:33: relation to soil would be considered active. Given the likely depth to groundwater (approximately 2 to 3m

Phase II ESA.pdf:33: Direct contact pathways with soils could be active throughout a potential redevelopment; typical mitigation

Phase II ESA.pdf:33: Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered

Phase II ESA.pdf:37:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the

Phase II ESA.pdf:37: Selection of Soil GAC

Phase II ESA.pdf:37: A. Vapour inhalation of indoor and outdoor air from volatile contamination in soils, (potential CoC

Phase II ESA.pdf:37: C. Dermal contact/ingestion of soil (potential CoC include heavy metals, organic/inorganic

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

Phase II ESA.pdf:38:end use assuming a soil organic matter (SOM) content of 1% (suitably conservative).

Phase II ESA.pdf:38:The selected human health GAC for soil are presented in Appendix F:

Phase II ESA.pdf:38: Soil Risk Assessment

Phase II ESA.pdf:38:Contaminant concentrations in soil samples have been compared with the soil GAC in Appendix F.

Phase II ESA.pdf:39:recorded below the method detection limit (MDL) in all soil samples.

Phase II ESA.pdf:39:Contaminants measured in soil at concentrations above MDL, for which no screening criteria were available

Phase II ESA.pdf:39:recorded concentrations in soil for all contaminants are listed in Appendix F.

Phase II ESA.pdf:39:Contaminant concentrations in soil samples collected as part of historical site investigations have been

Phase II ESA.pdf:39:compared with the soil GAC in Appendix F. Contaminants which were measured in excess of the GAC are

Phase II ESA.pdf:40: Asbestos in Soil

Phase II ESA.pdf:40:A total of 117No. soils samples were screened by polarised light microscopy in accordance with HSG248 for

Phase II ESA.pdf:40:The presence of quantifiable levels of asbestos in soil warrants further consideration. Asbestos in shallow soils

Phase II ESA.pdf:40: Qualitative Risk Assessment for Substances in Soil without GACs

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

Phase II ESA.pdf:41:sulphur are present naturally in soil and some are biologically required nutrients. They may be elevated above

Phase II ESA.pdf:41:natural levels where slag and other steelmaking wastes are incorporated into soil due to the site’s former use,

Phase II ESA.pdf:41:Carbazole was detected above MDL in 12 of 23 soil samples analysed. It is indicative of incomplete combustion

Phase II ESA.pdf:41:contaminant in the soil samples and that the maximum concentration measured in several orders of magnitude

Phase II ESA.pdf:41:growing medium and some form of capping with “clean” soil is likely to be incorporated into the development.

Phase II ESA.pdf:42:Concentrations of arsenic were measured in one soil sample above the GAC protective of human health via

Phase II ESA.pdf:42:concentrations measured in excess of the GAC for human health were in soil sampled from Granular Made

Phase II ESA.pdf:42:of PCBs, PAHs and carbazole in soil via the vapour inhalation pathway – driven by vapour intrusion (pollutant

Phase II ESA.pdf:43:concentration of naphthalene was identified in soil associated with a pipe containing tar. Material of this nature

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

Phase II ESA.pdf:43:Asbestos fibres were identified in 31 No. soil samples. Asbestos is potentially hazardous when inhaled and

Phase II ESA.pdf:43:therefore pollutant linkage D (inhalation of dust) is considered potentially active as surface soils may become

Phase II ESA.pdf:43:Acute risks to construction workers arising from short-term contact with contaminated soils during demolition

Phase II ESA.pdf:43:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been

Phase II ESA.pdf:44: Soil Leachate

Phase II ESA.pdf:44:The results of 24No. soil leachate tests were compared to the WQS as shown in Appendix F. Contaminant

Phase II ESA.pdf:48:the customer’s tap for DWS), direct comparison with soil leachate results is a conservative assessment as it

Phase II ESA.pdf:53:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and

Phase II ESA.pdf:53:of hydrocarbons and organic solvents into the pipe. The available chemical data for soil samples has been

Phase II ESA.pdf:53:Concentrations of petroleum hydrocarbons, phenol, VOC or SVOC measured in soil samples are above the

Phase II ESA.pdf:53:criteria for unprotected PE water pipes with between 8% (phenol) and 47.6% (SVOCs) of soil samples in

Phase II ESA.pdf:56:Potential risks to human health from a range of contaminants measured in shallow soils (Made Ground

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

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

Phase II ESA.pdf:56:Exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples and groundwater

Phase II ESA.pdf:56:are generally consistent with soil and soil leachate analysis results indicating that some leaching is occurring

Phase II ESA.pdf:56: asbestos fibres identified in the Made Ground and for soils containing CoC in excess of screening

Phase II ESA.pdf:57: monitoring of shallow soils should carried out prior to redevelopment to quantify the ground gas risk

Phase II ESA.pdf:72: Soil Source

Phase II ESA.pdf:73:Title: Prairie - Exceedences of Soil Screening

Phase II ESA.pdf:74: Soil Source

Phase II ESA.pdf:499: Description 119 Soil samples, 24 Leachate samples, 15 Water samples.

Phase II ESA.pdf:508: Soil Samples

Phase II ESA.pdf:509: Soil Samples

Phase II ESA.pdf:510: Soil Samples

Phase II ESA.pdf:511: Soil Samples

Phase II ESA.pdf:512: Soil Samples

Phase II ESA.pdf:513: Soil Samples

Phase II ESA.pdf:631: Soil VOC/SVOC Samples

Phase II ESA.pdf:632: Soil VOC/SVOC Samples

Phase II ESA.pdf:633: Soil VOC/SVOC Samples

Phase II ESA.pdf:634: Soil VOC/SVOC Samples

Phase II ESA.pdf:635: Soil VOC/SVOC Samples

Phase II ESA.pdf:636: Soil VOC/SVOC Samples

Phase II ESA.pdf:699:1663605 PRAIRIE_AUK_TP132_SO_0130 4 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:699:1663606 PRAIRIE_AUK_TP131_SO_0180 5 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:699:1663734 PRAIRIE_AUK_TP101_SO_0100 5 SOIL Chrysotile Chrysotile present as fibre bundles Joanne Luscombe

Phase II ESA.pdf:699:1663735 PRAIRIE_AUK_TP101_SO_0220 9 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:699:1663736 PRAIRIE_AUK_TP104_SO_0150 5 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:699:1663737 PRAIRIE_AUK_TP105_SO_0250 11 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:699:1663978 PRAIRIE_AUK_BH104_SO_0550 1 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:699:1665133 PRAIRIE_AUK_TP172_SO_0080 3 SOIL Amosite Amosite present in bundles Lee Kerridge

Phase II ESA.pdf:699:1665134 PRAIRIE_AUK_TP175_SO_0080 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665135 PRAIRIE_AUK_TP175_SO_0180 6 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665136 PRAIRIE_AUK_TP178_SO_0080 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665137 PRAIRIE_AUK_BH106_SO_0550 1 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665138 PRAIRIE_AUK_TP107_SO_0180 6 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665139 PRAIRIE_AUK_TP107_SO_0080 11 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665140 PRAIRIE_AUK_TP108_SO_0100 5 SOIL Amosite Amosite present in bundles Lee Kerridge

Phase II ESA.pdf:699:1665141 PRAIRIE_AUK_TP108_SO_0200 8 SOIL Amosite Amosite present in bundles Lee Kerridge

Phase II ESA.pdf:699:1665142 PRAIRIE_AUK_TP113_SO_0130 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge

Phase II ESA.pdf:699:1665286 PRAIRIE_AUK_BH103_SO_0250 1 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665288 PRAIRIE_AUK_TP115_SO_0190 6 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665290 PRAIRIE_AUK_TP122_SO_0100 3 SOIL Chrysotile Chrysotile present in microscopic Lee Kerridge

Phase II ESA.pdf:699:1665291 PRAIRIE_AUK_TP123_SO_0060 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665292 PRAIRIE_AUK_TP185_SO_0430 5 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665293 PRAIRIE_AUK_TP186_SO_0050 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665295 PRAIRIE_AUK_TP188_SO_0100 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:699:1665450 PRARIE_AUK_TP121_SO_0150 4 SOIL NAD none D Wilkinson

Phase II ESA.pdf:699:1665451 PRARIE_AUK_TP138_SO_0120 3 SOIL Chrysotile Chrysotile present in microscopic D Wilkinson

Phase II ESA.pdf:699:1665452 PRARIE_AUK_TP149_SO_0130 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson

Phase II ESA.pdf:699:1665453 PRARIE_AUK_TP168_SO_0005 1 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson

Phase II ESA.pdf:700:1665454 PRARIE_AUK_TP173_SO_0090 3 SOIL Chrysotile Chrysotile present as fibre bundles D Wilkinson

Phase II ESA.pdf:700:1665455 PRARIE_AUK_SURFACE1_SO_0000 SOIL NAD none D Wilkinson

Phase II ESA.pdf:700:1665588 PRAIRIE_AUK_TP114_SO_0090 6 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1665589 PRAIRIE_AUK_TP124_SO_0150 5 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge

Phase II ESA.pdf:700:1665590 PRAIRIE_AUK_TP174_SO_0080 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1665591 PRAIRIE_AUK_TP174_SO_0160 6 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1665592 PRAIRIE_AUK_TP176_SO_0090 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1665593 PRAIRIE_AUK_TP177_SO_0060 2 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1665594 PRAIRIE_AUK_TP189_SO_0300 7 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1665610 PRAIRIE_AUK_TP179_SO_0140 4 SOIL U/S U/S U/S

Phase II ESA.pdf:700:1665611 PRAIRIE_AUK_TP179_SO_0200 7 SOIL NAD none D Wilkinson

Phase II ESA.pdf:700:1665612 PRAIRIE_AUK_TP181_SO_0060 3 SOIL NAD none D Wilkinson

Phase II ESA.pdf:700:1665613 PRAIRIE_AUK_TP182_SO_0090 3 SOIL U/S U/S U/S

Phase II ESA.pdf:700:1665990 PRAIRIE_AUK_TP145_SO_0160 4 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:700:1665991 PRAIRIE_AUK_TP146C_SO_0130 5 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:700:1665992 PRAIRIE_AUK_TP156A_SO_0030 2 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe

Phase II ESA.pdf:700:1665993 PRAIRIE_AUK_TP162_SO_0170 3A SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:700:1665994 PRAIRIE_AUK_TP180_SO_0030 3 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:700:1665995 PRAIRIE_AUK_TP163_SO_0120 3 SOIL Chrysotile Bundles of Chrysotile fibres Joanne Luscombe

Phase II ESA.pdf:700:1666343 PRAIRIE_AUK_TP135_SO_0130 5 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge

Phase II ESA.pdf:700:1666344 PRAIRIE_AUK_TP136_SO_0080 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1666345 PRAIRIE_AUK_TP136_SO_0290 10 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1666346 PRAIRIE_AUK_TP165_SO_0100 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1666347 PRAIRIE_AUK_TP167_SO_0250 6 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1666348 PRAIRIE_AUK_TP169_SO_0150 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge

Phase II ESA.pdf:700:1666610 PRAIRIE_AUK_BH108_SO_0250 1 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:700:1666611 PRAIRIE_AUK_TP139B_SO_0030 3 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge

Phase II ESA.pdf:700:1666612 PRAIRIE_AUK_TP139B_SO_0330 6 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1666613 PRAIRIE_AUK_TP148A_SO_0140 5 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1666614 PRAIRIE_AUK_TP150_SO_0150 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge

Phase II ESA.pdf:701:1666615 PRAIRIE_AUK_TP159_SO_0060 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge

Phase II ESA.pdf:701:1666616 PRAIRIE_AUK_TP190A_SO_0110 3 SOIL Amosite Chrysotile Amosite and Chrysotile present in Lee Kerridge

Phase II ESA.pdf:701:1667231 PRAIRIE_AUK_BH105_SO_0300 1 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:701:1667232 PRAIRIE_AUK_TP126_SO_0260 5 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:701:1667233 PRAIRIE_AUK_TP128_SO_0090 3 SOIL Chrysotile small bundles of Chrysotile present Joanne Luscombe

Phase II ESA.pdf:701:1667234 PRAIRIE_AUK_TP129_SO_0210 4A SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:701:1667235 PRAIRIE_AUK_TP130_SO_0100 4A SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:701:1667236 PRAIRIE_AUK_TP147_SO_0150 4 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe

Phase II ESA.pdf:701:1667237 PRAIRIE_AUK_TP158_SO_0130 3 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:701:1667238 PRAIRIE_AUK_TP157_SO_0080 2 SOIL Amosite Amosite present as fibre bundles Joanne Luscombe

Phase II ESA.pdf:701:1667501 PRAIRIE_AUK_TP120A_SO_0100 3 SOIL Chrysotile Chrysotile bundles present Lee Kerridge

Phase II ESA.pdf:701:1667502 PRAIRIE_AUK_TP134_SO_0100 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1667503 PRAIRIE_AUK_TP134_SO_0200 6 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1667504 PRAIRIE_AUK_TP161_SO_0100 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1667505 PRAIRIE_AUK_TP166_SO_0045 3 SOIL Amosite Amosite present in bundles Lee Kerridge

Phase II ESA.pdf:701:1667506 PRAIRIE_AUK_TP166_SO_0120 8 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1667507 PRAIRIE_AUK_TP171_SO_0075 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1667508 PRAIRIE_AUK_TP187_SO_0070 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1668118 PRAIRIE_AUK_BH110_SO_0300 1 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1668119 PRAIRIE_AUK_TP102_SO_0100 4 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1668120 PRAIRIE_AUK_TP102_SO_0300 11 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge

Phase II ESA.pdf:701:1668121 PRAIRIE_AUK_TP103_SO_0100 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1668122 PRAIRIE_AUK_TP109_SO_0100 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1668123 PRAIRIE_AUK_TP110_SO_0100 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1668124 PRAIRIE_AUK_TP110_SO_0200 7 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:701:1668125 PRAIRIE_AUK_TP111_SO_0150 4 SOIL Chrysotile Amosite Amosite and Chrysotile present in Lee Kerridge

Phase II ESA.pdf:702:1668126 PRAIRIE_AUK_TP112_SO_0150 4 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668127 PRAIRIE_AUK_TP119_SO_0150 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668128 PRAIRIE_AUK_TP119_SO_0250 7 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668129 PRAIRIE_AUK_TP133_SO_0050 2 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668130 PRAIRIE_AUK_TP152_SO_0200 6 SOIL Chrysotile Chrysotile present in bundles Lee Kerridge

Phase II ESA.pdf:702:1668131 PRAIRIE_AUK_TP153_SO_0110 4 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668132 PRAIRIE_AUK_TP154_SO_0085 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668133 PRAIRIE_AUK_TP155_SO_0070 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668134 PRAIRIE_AUK_TP160_SO_0075 4 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668135 PRAIRIE_AUK_TP170_SO_0100 4 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668557 PRAIRIE_AUK_TP164_SO_0070 3 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668558 PRAIRIE_AUK_TP164_SO_0130 5 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:702:1668559 PRAIRIE_AUK_TP184_SO_0030 2 SOIL Amosite Amosite present in bundles Lee Kerridge

Phase II ESA.pdf:702:1668560 PRAIRIE_AUK_TP106_SO_0100 3 SOIL NAD none Keith Wilson

Phase II ESA.pdf:702:1668561 PRAIRIE_AUK_TP116_SO_0130 3 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson

Phase II ESA.pdf:702:1668562 PRAIRIE_AUK_TP117_SO_0300 8 SOIL Chrysotile Bundle of Chrysotile fibres Keith Wilson

Phase II ESA.pdf:702:1668563 PRAIRIE_AUK_TP118_SO_0120 3 SOIL NAD none Keith Wilson

Phase II ESA.pdf:702:1668564 PRAIRIE_AUK_TP127_SO_0030 3 SOIL NAD none Keith Wilson

Phase II ESA.pdf:702:1668565 PRAIRIE_AUK_TP127A_SO_0280 3 SOIL NAD none Keith Wilson

Phase II ESA.pdf:702:1668566 PRAIRIE_AUK_TP140_SO_0100 3 SOIL NAD none Keith Wilson

Phase II ESA.pdf:702:1668567 PRAIRIE_AUK_TP141_SO_0200 4 SOIL U/S U/S U/S

Phase II ESA.pdf:702:1668568 PRAIRIE_AUK_TP142_SO_0090 3 SOIL U/S U/S U/S

Phase II ESA.pdf:702:1668569 PRAIRIE_AUK_TP142_SO_0150 4 SOIL U/S U/S U/S

Phase II ESA.pdf:702:1668570 PRAIRIE_AUK_TP143_SO_0080 3 SOIL NAD none Keith Wilson

Phase II ESA.pdf:702:1668571 PRAIRIE_AUK_TP143_SO_0160 6 SOIL NAD none Keith Wilson

Phase II ESA.pdf:702:1668572 PRAIRIE_AUK_TP151_SO_0120 5 SOIL NAD none Keith Wilson

Phase II ESA.pdf:702:1668657 PRAIRIE_AUK_TP139_SO_0110 4 SOIL NAD none Keith Wilson

Phase II ESA.pdf:702:1668869 PRAIRIE_AUK_TP144_SO_0080 3 SOIL Chrysotile Bundles of Chrysotile fibres Keith Wilson

Phase II ESA.pdf:703:1669251 PRAIRIE_AUK_TP112_SO_0210 7 SOIL NAD none Lee Kerridge

Phase II ESA.pdf:703:1670142 PRAIRIE_AUK_TP194A_SO_0140 1 SOIL NAD none Keith Wilson

Phase II ESA.pdf:703:1670143 PRAIRIE_AUK_TP196A_SO_0140 1 SOIL NAD none Keith Wilson

Phase II ESA.pdf:703:1670144 PRAIRIE_AUK_TP201_SO_0360 1 SOIL NAD none Joanne Luscombe

Phase II ESA.pdf:703:1670502 PRAIRIE_AUK_TP193_SO_0080 1 SOIL NAD none Keith Wilson

Phase II ESA.pdf:703:1675450 PRAIRIE_AUK_BH101_SO_0300 1 SOIL NAD none Keith Wilson

Phase II ESA.pdf:703:1675451 PRAIRIE_AUK_BH107_SO_0300 1 SOIL NAD none Keith Wilson

Phase II ESA.pdf:704: Sample Type SOIL SOIL

Phase II ESA.pdf:705: Soil Samples

Phase II ESA.pdf:705: Sample Type SOIL SOIL

Phase II ESA.pdf:706: Soil Samples

Phase II ESA.pdf:706: Sample Type SOIL SOIL

Phase II ESA.pdf:707: Soil Samples

Phase II ESA.pdf:707: Sample Type SOIL SOIL

Phase II ESA.pdf:708: Sample Type SOIL SOIL

Phase II ESA.pdf:709: Sample Type SOIL SOIL

Phase II ESA.pdf:710: Sample Type SOIL SOIL

Phase II ESA.pdf:711: Sample Type SOIL SOIL

Phase II ESA.pdf:712: Sample Type SOIL SOIL

Phase II ESA.pdf:713: Sample Type SOIL SOIL

Phase II ESA.pdf:714: Sample Type SOIL SOIL

Phase II ESA.pdf:715: Sample Type SOIL SOIL

Phase II ESA.pdf:716: Sample Type SOIL SOIL

Phase II ESA.pdf:717: Sample Type SOIL SOIL

Phase II ESA.pdf:718: Sample Type SOIL SOIL

Phase II ESA.pdf:719: Sample Type SOIL

Phase II ESA.pdf:720: 130 1.30 SOIL

Phase II ESA.pdf:720: 180 1.80 SOIL

Phase II ESA.pdf:720: 100 1.00 SOIL

Phase II ESA.pdf:720: 220 2.20 SOIL

Phase II ESA.pdf:720: 150 1.50 SOIL

Phase II ESA.pdf:720: 250 2.50 SOIL

Phase II ESA.pdf:720: 550 5.50 SOIL

Phase II ESA.pdf:720: 080 0.80 SOIL Conductivity (7 days)

Phase II ESA.pdf:720: 080 0.80 SOIL Conductivity (7 days), VOC (7 days)

Phase II ESA.pdf:720: 180 1.80 SOIL Conductivity (7 days)

Phase II ESA.pdf:720: 080 0.80 SOIL Conductivity (7 days)

Phase II ESA.pdf:720: 550 5.50 SOIL Conductivity (7 days)

Phase II ESA.pdf:720: 180 1.80 SOIL Conductivity (7 days)

Phase II ESA.pdf:720: 080 0.80 SOIL Conductivity (7 days)

Phase II ESA.pdf:720: 100 1.00 SOIL Conductivity (7 days)

Phase II ESA.pdf:720: 200 2.00 SOIL Conductivity (7 days), VOC (7 days)

Phase II ESA.pdf:720: 130 1.30 SOIL Conductivity (7 days)

Phase II ESA.pdf:720: 250 2.50 SOIL

Phase II ESA.pdf:720: 190 1.90 SOIL

Phase II ESA.pdf:721: 100 1.00 SOIL

Phase II ESA.pdf:721: 060 0.60 SOIL

Phase II ESA.pdf:721: 430 4.30 SOIL

Phase II ESA.pdf:721: 050 0.50 SOIL

Phase II ESA.pdf:721: 100 1.00 SOIL

Phase II ESA.pdf:721: 50 1.50 SOIL

Phase II ESA.pdf:721: 20 1.20 SOIL

Phase II ESA.pdf:721: 30 1.30 SOIL

Phase II ESA.pdf:721: 05 0.05 SOIL

Phase II ESA.pdf:721: 90 0.90 SOIL

Phase II ESA.pdf:721: O_0000 SOIL

Phase II ESA.pdf:721: 090 0.90 SOIL Conductivity (7 days), VOC (7 days)

Phase II ESA.pdf:721: 150 1.50 SOIL

Phase II ESA.pdf:721: 080 0.80 SOIL

Phase II ESA.pdf:721: 160 1.60 SOIL

Phase II ESA.pdf:721: 090 0.90 SOIL Conductivity (7 days)

Phase II ESA.pdf:721: 060 0.60 SOIL Conductivity (7 days)

Phase II ESA.pdf:721: 300 3.00 SOIL Conductivity (7 days)

Phase II ESA.pdf:721: 140 1.40 SOIL

Phase II ESA.pdf:721: 200 2.00 SOIL

Phase II ESA.pdf:721: 060 0.60 SOIL

Phase II ESA.pdf:721: 090 0.90 SOIL

Phase II ESA.pdf:722: 160 1.60 SOIL

Phase II ESA.pdf:722: 0130 1.30 SOIL

Phase II ESA.pdf:722: 0030 0.30 SOIL

Phase II ESA.pdf:722: 170 1.70 SOIL

Phase II ESA.pdf:722: 030 0.30 SOIL

Phase II ESA.pdf:722: 120 1.20 SOIL

Phase II ESA.pdf:722: 130 1.30 SOIL

Phase II ESA.pdf:722: 080 0.80 SOIL

Phase II ESA.pdf:722: 290 2.90 SOIL

Phase II ESA.pdf:722: 100 1.00 SOIL

Phase II ESA.pdf:722: 250 2.50 SOIL

Phase II ESA.pdf:722: 150 1.50 SOIL

Phase II ESA.pdf:722: 250 2.50 SOIL

Phase II ESA.pdf:722: 0030 0.30 SOIL

Phase II ESA.pdf:722: 0330 3.30 SOIL

Phase II ESA.pdf:722: 0140 1.40 SOIL

Phase II ESA.pdf:722: 150 1.50 SOIL

Phase II ESA.pdf:722: 060 0.60 SOIL

Phase II ESA.pdf:722: 0110 1.10 SOIL

Phase II ESA.pdf:723: 300 3.00 SOIL

Phase II ESA.pdf:723: 260 2.60 SOIL

Phase II ESA.pdf:723: 090 0.90 SOIL

Phase II ESA.pdf:723: 210 2.10 SOIL

Phase II ESA.pdf:723: 100 1.00 SOIL

Phase II ESA.pdf:723: 150 1.50 SOIL

Phase II ESA.pdf:723: 130 1.30 SOIL

Phase II ESA.pdf:723: 080 0.80 SOIL

Phase II ESA.pdf:723: 0100 1.00 SOIL

Phase II ESA.pdf:723: 100 1.00 SOIL

Phase II ESA.pdf:723: 200 2.00 SOIL

Phase II ESA.pdf:723: 100 1.00 SOIL

Phase II ESA.pdf:723: 045 0.45 SOIL

Phase II ESA.pdf:723: 120 1.20 SOIL

Phase II ESA.pdf:723: 075 0.75 SOIL

Phase II ESA.pdf:723: 070 0.70 SOIL

Phase II ESA.pdf:723: 300 3.00 SOIL

Phase II ESA.pdf:723: 100 1.00 SOIL

Phase II ESA.pdf:723: 300 3.00 SOIL

Phase II ESA.pdf:723: 100 1.00 SOIL

Phase II ESA.pdf:723: 100 1.00 SOIL

Phase II ESA.pdf:723: 100 1.00 SOIL

Phase II ESA.pdf:723: 200 2.00 SOIL

Phase II ESA.pdf:723: 150 1.50 SOIL

Phase II ESA.pdf:723: 150 1.50 SOIL

Phase II ESA.pdf:724: 150 1.50 SOIL

Phase II ESA.pdf:724: 250 2.50 SOIL

Phase II ESA.pdf:724: 050 0.50 SOIL

Phase II ESA.pdf:724: 200 2.00 SOIL

Phase II ESA.pdf:724: 110 1.10 SOIL

Phase II ESA.pdf:724: 085 0.85 SOIL

Phase II ESA.pdf:724: 070 0.70 SOIL

Phase II ESA.pdf:724: 075 0.75 SOIL

Phase II ESA.pdf:724: 100 1.00 SOIL

Phase II ESA.pdf:724: 070 0.70 SOIL Conductivity (7 days)

Phase II ESA.pdf:724: 130 1.30 SOIL Conductivity (7 days)

Phase II ESA.pdf:724: 030 0.30 SOIL Conductivity (7 days)

Phase II ESA.pdf:724: 100 1.00 SOIL

Phase II ESA.pdf:724: 130 1.30 SOIL

Phase II ESA.pdf:724: 300 3.00 SOIL

Phase II ESA.pdf:724: 120 1.20 SOIL

Phase II ESA.pdf:724: 030 0.30 SOIL

Phase II ESA.pdf:724: 0280 2.80 SOIL

Phase II ESA.pdf:724: 100 1.00 SOIL

Phase II ESA.pdf:724: 200 2.00 SOIL

Phase II ESA.pdf:724: 090 0.90 SOIL

Phase II ESA.pdf:724: 150 1.50 SOIL

Phase II ESA.pdf:724: 080 0.80 SOIL

Phase II ESA.pdf:724: 160 1.60 SOIL

Phase II ESA.pdf:725: 120 1.20 SOIL

Phase II ESA.pdf:725: 110 1.10 SOIL Conductivity (7 days)

Phase II ESA.pdf:725: 080 0.80 SOIL

Phase II ESA.pdf:725: 210 2.10 SOIL

Phase II ESA.pdf:725: 0140 1.40 SOIL

Phase II ESA.pdf:725: 0140 1.40 SOIL

Phase II ESA.pdf:725: 360 3.60 SOIL

Phase II ESA.pdf:725: 080 0.80 SOIL

Phase II ESA.pdf:726: 300 3.00 SOIL BTEX (14 days), Sulphur (free) (7

Phase II ESA.pdf:726: 300 3.00 SOIL BTEX (14 days), Sulphur (free) (7

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.

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.

Phase II ESA.pdf:730:GQRA – Summary of Soil Screen

Phase II ESA.pdf:731:Table E1: Soil GAC Protective of Human Health

Phase II ESA.pdf:731: Elements present naturally in soil with typically low toxicity

Phase II ESA.pdf:732:Table E2: Soil GAC Protective of Human Health

Phase II ESA.pdf:732: Elements present naturally in soil with typically low toxicity

Phase II ESA.pdf:733:Table F3: Soil GAC Protective of Human Health

Phase II ESA.pdf:733: Elements present naturally in soil with typically low toxicity

Phase II ESA.pdf:734:GQRA – Summary of Soil Leachate Screen

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Soil ……………………………………………………………………………………………………………………………………… 7

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Human Health Soil Risk Assessment …………………………………………………………………………………..11

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Asbestos in Soil ……………………………………………………………………………………………………………….. 11

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

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

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.

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12: Soil

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.

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

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16: Human Health Soil Risk Assessment

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

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.

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16:below the method detection limit (MDL) in all additional soil samples.

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

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

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

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:16: Asbestos in Soil

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

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

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

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

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37: Methods of Test for Soils for Civil Engineering Purposes

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

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

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

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

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

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.

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45: symbols for soil and rock.

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

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

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:49:ES Environmental soil sample.

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:51: Soils

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:51:Note: Composite soil types will be

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:598: Description 119 Soil samples, 24 Leachate samples, 15 Water samples.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1259:1665455 PRARIE_AUK_SURFACE1_SO_0000 SOIL NAD none D Wilkinson

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1263: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1264: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1265: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1266: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1267: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1268: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1269: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1270: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1271: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1272: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1273: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1274: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1275: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1276: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1277: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1278: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1279: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1280: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1281: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1282: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1283: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1284: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1285: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1286: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1287: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1288: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1289: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1290: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1291: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1292: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1293: Sample Type SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 130 1.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 180 1.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 220 2.20 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 150 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 250 2.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 550 5.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 180 1.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 550 5.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 180 1.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 200 2.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 130 1.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 250 2.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1294: 190 1.90 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 060 0.60 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 430 4.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 050 0.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 50 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 20 1.20 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 30 1.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 05 0.05 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 90 0.90 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: O_0000 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 090 0.90 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 150 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 160 1.60 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 090 0.90 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 060 0.60 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 300 3.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 140 1.40 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 200 2.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 060 0.60 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1295: 090 0.90 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 160 1.60 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0130 1.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0030 0.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 170 1.70 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 030 0.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 120 1.20 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 130 1.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 290 2.90 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 250 2.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 150 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 250 2.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0030 0.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0330 3.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 0140 1.40 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 150 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1296: 060 0.60 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1297: 0110 1.10 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 300 3.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 260 2.60 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 090 0.90 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 210 2.10 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 150 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 130 1.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 0100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 200 2.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 045 0.45 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 120 1.20 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 075 0.75 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 070 0.70 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 300 3.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 300 3.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 200 2.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1298: 150 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1299: 150 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 150 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 250 2.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 050 0.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 200 2.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 110 1.10 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 085 0.85 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 070 0.70 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 075 0.75 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 070 0.70 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 130 1.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 030 0.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 130 1.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 300 3.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 120 1.20 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 030 0.30 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 0280 2.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 100 1.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 200 2.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 090 0.90 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 150 1.50 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1300: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1301: 160 1.60 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 120 1.20 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 110 1.10 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 210 2.10 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 0140 1.40 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 0140 1.40 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 360 3.60 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1302: 080 0.80 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1303: 300 3.00 SOIL

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1303: 300 3.00 SOIL

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.

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.

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1348: ANC is a measure of the buffering capacity of soils and

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 –

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: BS1377:1990 – Soils for Civil

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: 1001 Preparation of potentially contaminated soils prior to

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: This method outlines the procedure used to describe soil

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349:DETSC Stone and Glass/Metal/Plastic content of soil samples. The

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1349: Content of Soil BS 1377:1990

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

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350: soils and loose aggregates. HSE

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1350: Organic matter in soil is oxidised with potassium

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)

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

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

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)

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: The carbonate present in the soil reacts with a known

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: The chloride in the soil is dissolved in water and the

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1351: 2006 of Soil & Chloride MCERTS(Soils)

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

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)

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352:DETSC pH Value of Soil

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: The electrical conductance of a soil suspension in water or

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: Soil & Water

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: soil in saturated calcium sulphate.

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: Dried, ground soil is transferred to a dry, tared measuring

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: sulphide in soils and similar matrices

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:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1353: Soils: 10mg/kg

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)

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355: Formaldehyde in soil is extracted in water, with a water to

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355: soil ratio of 10:1. The insoluble residue is removed by

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1355: Liquid samples and aqueous soil extracts are filtered

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: The sulphate and magnesium in the soil are extracted in an

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:

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:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1356: Soil samples are treated with phosphoric acid to expel any

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: 2119 Ammonia in Soil MCERTS(Soils)

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%

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

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1357: Soil: 0.2mg/kg

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)

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1358: Soils mg/kg:

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1362: Metals in Soil by

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

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

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)

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: Sulphur compounds in soil are extracted using aqua regia

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: 2320 Soil by ICP

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: The sulphate in the soil is extracted in dilute hydrochloric

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: content of Soil by 0.01%

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364: Sulphur compounds in soil are extracted using aqua regia

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1364:DETSC The sulphate in the soil is extracted in dilute hydrochloric

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: The mercury is extracted from soil in aqua regia with

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: Mercury in Soil

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: Soils are air-dried and crushed before being subjected to a

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365:DETSC Extraction. Soil: 100µg/kg

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1365: Soils, waters and aqueous samples are tested on an as-

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

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

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Soil samples are extracted with a water-immiscible solvent Cyclohexane:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1366: Matter in Soil The Determination of Material

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soils are extracted in dichloromethane (DCM) by

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: National Grid Property Holdings Soil:

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

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%

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Section 3.12 Soil Analysis: Elemental Water:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Waters and aqueous extracts of soils are extracted using

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soil mg/kg:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: are extracted from soil and water using n-Hexane. The

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: National Grid Property Holdings AL12-16 =1.2 Soil:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: GC-FID Section 3.12 Soil Analysis: AR12-16 =0.5

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soils and associated materials are extracted in

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

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soils are extracted into hexane: acetone by shaking. The

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1367: Soil by GC-FID Concentrations are determined by gas chromatography Hydrocarbons

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: The PAHs in the soil sample are extracted into hexane:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: Soils by GC-MS Compounds by Gas Chromatography – PAH

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: Soil:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1368: 10 mg/kg Soil:

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-

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369:DETSC USEPA Method 8015B – Non- Soil:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369: BTEX, MTBE and PRO in soils are determined via

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369:DETSC PRO in Soils by MCERTS(Soils)

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369: BTEX, MTBE & BTEX, MTBE and PRO in soils are determined via

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369: An as-received soil sample is extracted in Hexane:Acetone

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1369:DETSC PCBs in Soils by 101=1.32 PCB UKAS

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1371: The SVOCs in the soil sample are extracted into DCM:

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1371: Soils by GCMS the appropriate internal standard mass peak area.

10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1372: 5008 Soil

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:7: Methods of Test for Soils for Civil Engineering Purposes

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

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

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

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

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

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

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.

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:15: symbols for soil and rock.

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:19:ES Environmental soil sample.

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:21: Soils

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:21:Note: Composite soil types will be

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:7: Methods of Test for Soils for Civil Engineering Purposes

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

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

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

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

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

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.

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.

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

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

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.

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:19:ES Environmental soil sample.

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

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:21: Soils

STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:21:Note: Composite soil types will be

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:39: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:39: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:40: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:41: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:41: SOIL

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:43: SOIL

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.

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.

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

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 –

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50: BS1377:1990 – Soils for Civil

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50: 1001 Preparation of potentially contaminated soils prior to

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50: This method outlines the procedure used to describe soil

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:50: Content of Soil BS 1377:1990

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:51: soils and loose aggregates. HSE

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:51: Organic matter in soil is oxidised with potassium

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)

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

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

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)

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: The carbonate present in the soil reacts with a known

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:52: 2006 of Soil & Chloride MCERTS(Soils)

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

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)

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53:DETSC pH Value of Soil

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: The electrical conductance of a soil suspension in water or

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: Soil & Water

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: soil in saturated calcium sulphate.

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: Dried, ground soil is transferred to a dry, tared measuring

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:54: sulphide in soils and similar matrices

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:

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:54: Soils: 10mg/kg

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)

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:56: Liquid samples and aqueous soil extracts are filtered

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

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

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:

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:

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:57: Soil samples are treated with phosphoric acid to expel any

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:58: 2119 Ammonia in Soil MCERTS(Soils)

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%

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:58: Soil: 0.2mg/kg

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)

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:59: Soils mg/kg:

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:63: Metals in Soil by

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

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

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)

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: Sulphur compounds in soil are extracted using aqua regia

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: 2320 Soil by ICP

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: The sulphate in the soil is extracted in dilute hydrochloric

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: content of Soil by 0.01%

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:65: Sulphur compounds in soil are extracted using aqua regia

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66: The mercury is extracted from soil in aqua regia with

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66: Mercury in Soil

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66:DETSC Extraction. Soil: 100µg/kg

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:66: Soils, waters and aqueous samples are tested on an as-

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:67: Soil samples are extracted with a water-immiscible solvent Cyclohexane:

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:67: Matter in Soil The Determination of Material

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Soils are extracted in dichloromethane (DCM) by

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: National Grid Property Holdings Soil:

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

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%

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Section 3.12 Soil Analysis: Elemental Water:

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Waters and aqueous extracts of soils are extracted using

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Soil mg/kg:

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: are extracted from soil and water using n-Hexane. The

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: National Grid Property Holdings AL12-16 =1.2 Soil:

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Soils and associated materials are extracted in

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:68: Soils are extracted into hexane: acetone by shaking. The

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:69: The PAHs in the soil sample are extracted into hexane:

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:69: Soils by GC-MS Compounds by Gas Chromatography – PAH

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:69: Soil:

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:69: 10 mg/kg Soil:

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-

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70:DETSC USEPA Method 8015B – Non- Soil:

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70: BTEX, MTBE and PRO in soils are determined via

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70:DETSC PRO in Soils by MCERTS(Soils)

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

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70: An as-received soil sample is extracted in Hexane:Acetone

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:70:DETSC PCBs in Soils by 101=1.32 PCB UKAS

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:72: The SVOCs in the soil sample are extracted into DCM:

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:72: Soils by GCMS the appropriate internal standard mass peak area.

STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:73: 5008 Soil

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:5:Table 6-1 - Soil Screening Exceedances 24

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:5:Table 6-3 - Soil-derived Leachate Screening Exceedances – EQS 26

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:5:Table 6-4 - Soil-derived Leachate Screening Exceedances – Transitional EQS 28

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:5:Table 6-5 - Soil-derived Leachate Screening Exceedances – DWS 30

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

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;

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Ingestion of contaminated soils, soil-derived dust and groundwater;

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Inhalation of soil and soil-derived dust;

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Dermal contact with soil, soil-derived dust and groundwater; and,

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Inhalation of ground gases, and soil- and groundwater-derived vapours.

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Leaching or dissolution of contaminants in unsaturated soils and subsequent migration;

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Direct contact of soils and groundwater with foundations / structures / services; and,

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:15: gases, and soil- and Given the industrial legacy, extensive Made Ground is present

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:16: contaminants soil derived expected to be present across the site. Initial enabling works

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:16: Ground, superficial contamination present within the soil to the Secondary A

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:18: Geo-environmental Soil testing

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:19: Soil organic matter;

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:19:Selected soil samples were also tested for:

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:19:Leachate tests were also scheduled on soil samples and tested for:

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

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

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.

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,

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

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

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

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

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

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

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

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-

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24: Soil Assessment

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:identified in the soil samples tested.

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:24:Table 6-1 - Soil Screening Exceedances

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:26:Table 6-3 - Soil-derived Leachate Screening Exceedances – EQS

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:28:Table 6-4 - Soil-derived Leachate Screening Exceedances – Transitional EQS

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:30:Table 6-5 - Soil-derived Leachate Screening Exceedances – DWS

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: Soil Leachate Results

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: soil-derived leachate (EQS) (Holme Beck): copper, iron, lead, manganese, zinc, ammoniacal nitrogen, ,

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,

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.

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

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.

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:33:  Soil leachate (copper, iron, identified in the soil samples tested.

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:34: contaminants in soil and Two exceedances for naphthalene and arsenic were

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:34: soil derived dust respectively recorded above GAC Initial enabling works

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: via preferential pathways. present within the soil to the Aquifers.

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: concentrations within soil leachate samples and proximity to

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:36: contaminants in soils expected to be present across the wider site. Arcadis identified

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

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

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

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

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-

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:39:variability of the soils and the sensitivity of the design to such variations.

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

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

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

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:potential for exposure of construction workers to the underlying soils.

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.

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,

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

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

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-

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,

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:54:19 B. Standards, “BS1377: 1990 Soils for civil engineering purposes,” 1990.

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:55:29 Atkins, “Catwaste Soil,” 2017. Online. Available: www.catweastesoil.co.uk. Accessed 2020.

STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:55: of structures on clay soils,” CIRIA, 1983.

STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:1: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet

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

STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:2: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet

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

STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:3: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet

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

STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:4: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet

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

STDC_HWY-ATK-HGT-PR-RP-CE-000011_App_F.pdf:5: Classification Assessment Tool of Soil Wastes - Hazard Summary Sheet

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

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

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

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

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

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

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

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

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

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

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

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:6:Figure 4 Distribution of Free Cyanide in Soil (mg/kg)

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:6:Figure 5 Distribution of Naphthalene in Soil (mg/kg)

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

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

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

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.

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

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

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:  Dermal contact/ingestion of soil

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)

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:shallow soils.

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12: present following competition of further assessment, including NAPL containing soils

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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.

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

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

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

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

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,

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:23:  Inhalation of outdoor air impacted by a soil or groundwater source.

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

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.

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

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

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

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:25:cyanide in soil and groundwater beneath the site is not significant.

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,

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

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

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:33: Naphthalene in Soil

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:33:Prairie_Naphthalene in Soil

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:34: Naphthalene in Soil

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:34:Prairie_Naphthalene in Soil

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:38: analyses of soil, ground water, surface water, air or hazardous

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

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:40: including soil gas, but not from groundwater. The model is deterministic.

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

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

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:40:Assessment of Soil

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

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.

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

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.

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

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

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,

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41:  Inhalation of outdoor air impacted by a soil or groundwater source*.

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42:  Inhalation of indoor dust impacted by a soil source*;

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42:  Inhalation of outdoor dust impacted by a soil source*;

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42:  Direct contact exposure with soils*

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

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

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

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:42:cyanide in soil and groundwater beneath the site is not significant.

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 –

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

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:45: Human Health GAC for Soil Human Health GAC for Groundwater

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: Soil Parameters - Unsaturated Zone

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: Distance to ground surface / building foundation from soil source

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: Soil Parameters - Source

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: Residual soil water content (cm3/cm3) 0.12

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: S4UL and the derivation of Soil Guideline Values

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:48:Exposure Frequency for Soil and Dust Ingestion events/year 230

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:49: Soil - Water Diffusion

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

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

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:

10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:52: Soil Leaching to Groundwater Soil Leaching to Groundwater/ Soil Vol. to

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-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

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:35: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: 0.00 SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:36: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:37: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: SOIL

R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:38: 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: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: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: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: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 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-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

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.4.7 Geology and Soils 117

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.4.8 Land Quality - Soils 118

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:16: • Chapter 8 – Soils, Geology and Contaminated Land

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:51: value and soils (in a manner commensurate with their statutory status or

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:51: soil, air, water or noise pollution or land instability. Development should,

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:58: comprises brownfield habitat, which is developing on thin calcareous soils. This is a

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:58: 2. Known history of disturbance at the site or evidence that soil has

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:59: of submerged vegetation, and the soils present were considered highly permeable.

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:66: Freshwater Pearl Mussel. As the ponds on site appear polluted and soils present are

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:67: brownfield habitat will be impacted due to the already contaminated nature of the soils

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:67: Any additional pollution whether in the soil or airborne is not expected to cause an

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:70: newts, toads and other species, however, it is evident that the soil on site is highly

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:70: All mitigation and enhancement options will use the existing available low-quality soil

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:70: on site to aid in preserving the habitat types on site. Any soil removed to create

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:70: appropriate to remove soil from the site due to its contaminated nature.

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:76: rubble, wood and soil displacement from be provided before from residual impacts.

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:118: Land quality, in terms of the baseline condition of the soils and groundwater, and the

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:121: • Good Practice Guide for Handling Soils (MAFF, 2000);

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:121: Human health Unacceptable exposure to soil-

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: is generally devoid of natural surface soil resources, and that significant deposits of

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: Laboratory testing of soil samples from these investigations has confirmed that soils are

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: industrial nature of the site and absence of natural surface soils, soils are not an

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: Therefore, a soils impact assessment has not been carried out.

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:127: Cranfield University’s National Soils Resources Soil type and land use.

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:127: Institute Soilscapes website:

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130:8.4.7 Geology and Soils

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: The UK Soil Observatory viewer indicates that the Soilscapes Mapping for England Wales

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: category for the site is for seasonally wet loamy and clayey soils with naturally high

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:131:8.4.8 Land Quality - Soils

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:134: material. Current proposals involve excavation of site-won soils to depths of

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:135: adjacent to Holme Beck, there is the potential that soils excavated during construction

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:135: adjacent to Holme Beck, there is the potential that soils excavated during construction

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: of site won and imported soil-based material used during construction would comply

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: pollutant linkage between the potentially contaminated shallow soils (Made Ground) and

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: The presence of residual contamination within shallow soils and groundwater, identified

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: exposure to soil-derived contaminants in the form of dusts, vapours and from dermal

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:138: The presence of residual contamination within shallow soils and groundwater, identified

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: soil stockpiles from which water drains and the

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: pathways of soils

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: from soils criteria; and,

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: soils during site investigation to characterise soil and

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: Whilst not considered a receptor, soils across the site are proposed to be excavated,

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: contaminated soils could be encountered during these activities. The potential for cross-

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: contamination as a result of soil movements would be mitigated following the principles

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: Management Plan. Excavated soils would be chemically tested and screened against

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: assessment criteria to demonstrate the soils are suitable for use prior to re-placement

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: Where the presence of contaminated materials is known or suspected, testing of soil

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: potential contaminants in the soil. Subsequently, verification testing will be undertaken

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:146: dermal contact investigation to characterise soil and groundwater

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:198: unacceptable levels of soil, air, water or noise pollution or land instability. Development

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:237: Site 1 Ground preparation for Soil for Storage

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:237: with the ground preparation and temporary storage of soil and

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:247: • Exposure to soil -derived contaminants

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:247: • Exposure to soil -derived contaminants

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:250: brownfield grassland habitats. No imported top soil to be brought onto the site and existing

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:250: soils to be sorted and replaced after enabling works (SDTC).

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:250: • Area B (Archaeology Area) to be covered with existing site won top soil to maintain

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:251:and Contamination be undertaken, which may include additional ground investigation to characterise soil and

2019s0951 - Energy Recovery Facility Environmental Statement.pdf:251: • Minimising the amount of exposed ground and soil stockpiles from which water drains and

Chapter 6 HRA Screening Report(1).pdf:10: • This soil will not be removed from the site, but processed on site and returned to

Appendix B Scoping Letter Request.pdf:3: • Soils, Geology and Contaminated Land

Appendix B Scoping Letter Request.pdf:4:Prairie site as below, following detailed desk studies, review of the soils

Appendix B Scoping Letter Request.pdf:5: construction, soil quality assessment, verification testing etc.).

Figure 6-5 Ecological Mitigation.pdf:1:The poor-quality thin soils derived from the site amelioration will be replaced

Figure 6-5 Ecological Mitigation.pdf:1:over the surface material. The immature soil horizons will aid the habitat

Figure 6-5 Ecological Mitigation.pdf:1:creation objectives (as the soils will be very low nutrient and not support

Chapter 13 Grangetown Prairie Transport Statement.pdf:44:  Soils, Geology and Contaminated Land

Chapter 13 Grangetown Prairie Transport Statement.pdf:49: Expected residues and emissions (water, air and soil pollution, noise, vibration, light, heat,

Chapter 13 Grangetown Prairie Transport Statement.pdf:49:development, including, in particular, population, fauna, flora, soil, water, air, climatic factors, material

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.

REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:17:– Potential loss of amenity due to dust soiling; and

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

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

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

REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:47:to dust soiling for trackout.

REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:47: Dust Soiling Low Low Low

REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:47: Dust Soiling Low Risk Low Risk Negligible

REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:64: should include regular dust soiling check of surfaces

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

Chapter 6 HRA Screening Report.pdf:10: • This soil will not be removed from the site, but processed on site and returned to

Figure 6-4 Ecological Impacts.pdf:1:of the top 2.5m of the site, crushing and replacing. Top soils will be

2019s0951 Ecology Report.pdf:3:2. Known history of disturbance at the site or evidence that soil has been removed or

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

Appendix B Scoping Response.pdf:1: • Soils, Geology and Contaminated Land

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

Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:25: moisture capacities. These soil moisture capacities vary linearly between 0 (i.e. fully

Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:25: maximum soil capacity Cmax is dependent on catchment descriptor values BFIHOST and

Chapter 8 WFD Assessment.pdf:32: o Exposed bare earth should be covered as soon as possible to prevent soil

Chapter 8 WFD Assessment.pdf:32: and soil binding seed mix such as Boston Seed’s EA Special Mixture No.10

Chapter 8 WFD Assessment.pdf:32: coverings can be used to cover any exposed earth and prevent soil

Chapter 8 WFD Assessment.pdf:33: • Under no circumstances should soils with the potential to contain invasive

officer report.pdf:36:appeared polluted, due to the lack of submerged vegetation and the soils

officer report.pdf:41: soils present are highly permeable; it is anticipated that the Holme

officer report.pdf:51:steelworks which has impacted on the present quality of the soils and the

officer report.pdf:53:The presence of residual contamination within shallow soils and groundwater,

officer report.pdf:53:Contamination from the movement of soils will be mitigated by the adoption of

officer report.pdf:74: • Area to be top soiled from site derived material to protect the buried

Non Technical Summary_Final.pdf:6:material and soils across the area are proposed to be excavated to a depth of approximately 2.5m,

Non Technical Summary_Final.pdf:7: Soils, Geology and Hydro- Soils are scoped out of the EIA based on the lack of impact to

Non Technical Summary_Final.pdf:8: plants that reflect the disturbed nature of the soils.

Non Technical Summary_Final.pdf:8: The poor quality soils on the former industrial site

Non Technical Summary_Final.pdf:9:The former industrial site shows poor drainage and there are areas of standing water. Soils across

Non Technical Summary_Final.pdf:9:potentially contaminated soils could be

Non Technical Summary_Final.pdf:9:result of soil movements would be mitigated

Non Technical Summary_Final.pdf:10: 1 Soil Storage facilities 7 Teesside Combined Cycle Power Plant (CCPP)

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-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-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-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.

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.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_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-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 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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244877 S3-TPA09 0.20 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244878 S3-TPA09 0.80 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244879 S3-TPA10 1.00 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244880 S3-TPA29 0.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244881 S3-TPA32 1.00 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244882 S3-TPB19 1.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244883 S3-TPB20 1.70 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244884 S3-TPB23 0.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244885 S3-TPB28 1.50 SOIL 13/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244886 S3-TPA14 1.00 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244887 S3-TPA16 0.20 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244888 S3-TPA16 0.70 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244889 S3-TPA19 0.50 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244890 S3-TPA21 0.50 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244891 S3-TPA21 1.40 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244892 S3-TPB32 0.50 SOIL 13/10/17 GJ 250ml x2, GV x2, PT 1L x2

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R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244894 S3-TPA24 0.30 SOIL 10/10/17 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:1350:1244898 S3-TPA30 1.00 SOIL 10/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1350:1244899 S3-TPA30 2.00 SOIL 10/10/17 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:1352:1245439 S3-TPA38 0.50 SOIL 16/10/17 GJ 250ml x2, GJ 60ml x2, PT 1L x2

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1352:1245440 S3-TPA40 0.40 SOIL 16/10/17 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:1352:1245442 S3-TPB24 2.50 SOIL 16/10/17 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:1352:1245445 S3-TPB34 1.50 SOIL 16/10/17 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:1354:1248514 S3-TPB69 1.00 SOIL 20/10/17 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:1354:1248516 S3-TPB72 1.50 SOIL 23/10/17 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:1358:1252186 S3-TPB48 1.50 SOIL 27/10/17 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:1364:1261644 S3-TPA40 0.70 SOIL 16/10/17 PT 500ml Organic Matter (Manual) (28 days),

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R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1364:1261648 S3-TPB23 1.00 SOIL 13/10/17 PT 500ml Organic Matter (Manual) (28 days),

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1364:1261649 S3-TPB24 2.00 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:1364:1261650 S3-TPB28 1.00 SOIL 13/10/17 PT 500ml pH + Conductivity (7 days)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1261651 S3-TPB32 0.50 SOIL 12/10/17 PT 500ml Organic Matter (Manual) (28 days),

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1261652 S3-TPB33 2.00 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:1365:1261653 S3-TPB43 2.00 SOIL 17/10/17 PT 500ml Organic Matter (Manual) (28 days),

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1263036 S3-TPA33 0.70 SOIL 16/10/17 PG

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1263037 S3-TPB34 1.00 SOIL 16/10/17 PG

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1263038 S3-TPB38 1.00 SOIL 17/10/17 PG

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1263039 S3-TPB49 1.00 SOIL 17/10/17 PG Organic Matter (Manual) (28 days),

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266625 S3-TPA01 1.60 SOIL 24/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266626 S3-TPA02 1.80 SOIL 23/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266627 S3-TPA03 2.20 SOIL 23/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266628 S3-TPA13 2.30 SOIL 20/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266629 S3-TPA22 0.80 SOIL 19/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266630 S3-TPA22 3.70 SOIL 19/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266631 S3-TPA25 1.20 SOIL 18/10/17 P(other) Organic Matter (Manual) (28 days),

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266632 S3-TPA25 2.30 SOIL 18/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266633 S3-TPA31 1.00 SOIL 18/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266634 S3-TPB16 2.00 SOIL 25/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266635 S3-TPB38 2.00 SOIL 17/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266636 S3-TPB40 2.00 SOIL 16/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266637 S3-TPB55 1.00 SOIL 26/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266638 S3-TPB55 2.60 SOIL 26/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1266639 S3-TPB68 1.00 SOIL 20/10/17 P(other)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1365:1268009 S3-TPA01 2.70 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:1365:1268010 S3-TPA04 0.70 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:1365:1268011 S3-TPA05 2.20 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: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 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 EcIA Rev A.pdf:15: limited to, spills, storage of soils and control of construction related dust and the construction

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-Officer Report 0270.pdf:17:habitat to support notable invertebrate species. The soils within the proposed

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-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-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-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-EP NU.pdf:1: Proposal: DEVELOPMENT OF SOIL TREATMENT AREA COMPRISING

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-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

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-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-CON LAND 730.pdf:1:sampling methodology, procedures put in place for sampling of soils, management of

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-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-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-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-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-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-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-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-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-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-2021-0268-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

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil

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-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-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-2021-0589-PND-Officer Report 0589.pdf:2:water environment or soils/ground conditions or any ecological receptors in

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-2022-0587-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-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-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-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-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 - 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 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-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 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-2020-0465-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-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-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