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EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:20: ─ The Main Site is not located near any Groundwater Source Protection

EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:46:6.36 There will be no direct discharges to groundwater, however, the potential for fugitive

EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:46: emissions from the Proposed Development and the resultant impacts to groundwater

EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:47: amounts of groundwater due to localised features such as fissures, thin permeable

EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:47:6.44 There are no groundwater Source Protection Zones or Drinking Water Protected

EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:47:6.45 There are no licensed groundwater abstractions within or in the vicinity of the SSI

EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:47:  disturbance of contaminated soils and contamination perched groundwater and

EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:70:  any discharge, for example sewage or trade effluent to surface or groundwater;

EN010103-002386-Environment Agency - Comments on any other information submitted at Deadline 10.pdf:2:The EA are satisfied with Requirements 13 (contaminated land and groundwater,

EN010103-002386-Environment Agency - Comments on any other information submitted at Deadline 10.pdf:2:would impact surface water quality and groundwater quality.

EN010103-001552-lucy Mo - Comments on Relevant Representations (RRs).pdf:1: • Groundwater and contaminated land

EN010103-001552-lucy Mo - Comments on Relevant Representations (RRs).pdf:3:• Groundwater and contaminated land

EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:30: Infrastructure and groundwater monitoring)

EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:34: it has input with regard to groundwater

EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:50: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:65: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:118: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO 2

EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:20: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:51:Contaminated land and groundwater

EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:51:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:52:scheme to deal with the contamination of land (including groundwater) which relates to any part

EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:163: (e) surface water and groundwater management; or

EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:28: or groundwater activities where this is required under environmental permitting

EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:43: 3.8.49. Requirement 13 (Contaminated land and groundwater) - this is a modified model provision.

EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:44: (but not limited to) monitoring of groundwater and surface water, appropriate screening

EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:44: installed for the investigation of soils, groundwater or geotechnical purposes.

EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:44: contamination of land (including groundwater) for any part of Work Nos. 1, 7, 9A or 10 that

EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:46: groundwater monitoring plan), for that part, has been submitted to and approved by the

EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:46: investigation reports and groundwater monitoring that is required by Requirement 13

EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:46: (contaminated land and groundwater).

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:9:Groundwater Vulnerability Map pg 33 Yes n/a

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 452500

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 452200

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 452250

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451350

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451550

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451800

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451200

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451650

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 451350

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 452450

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 453800

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10NW 0 1 452500

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13SE 0 1 452400

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (W) 0 1 451600

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451500

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 451250

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451400

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C5NE 0 1 452150

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451200

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur C9NE 0 1 452300

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C9SE 0 1 452250

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 451500

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 451250

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C14SW 0 1 452667

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NW) 0 1 451550

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur C13SW 0 1 451950

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C13SE 0 1 452350

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (W) 0 1 451600

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451300

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451400

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451150

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451600

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13NE 0 1 452250

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451700

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13SE 0 1 452400

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451350

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 451500

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451500

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 451650

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451700

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451600

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13NW 0 1 451750

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 454700

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451550

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 451650

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C9NW 0 1 451750

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C9NW 0 1 451850

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C16SW 0 1 453900

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C10NW 0 1 452750

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (E) 0 1 455000

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451500

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C14SW 0 1 452550

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C9SE 0 1 452300

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 451400

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13NE 0 1 452300

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451250

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13SE 0 1 452300

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13SE 0 1 452350

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C13SE 0 1 452400

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C11NW 0 1 453350

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451200

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur C13NE 0 1 452150

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13NE 0 1 452300

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13NE 0 1 452350

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451100

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451550

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451750

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 450950

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451550

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur C13SW 0 1 451800

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13SW 0 1 452000

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451150

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C9SE 0 1 452200

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C13NE 0 1 452300

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 453400

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur C16SE 12 1 454300

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 20 1 455000

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C16SE 56 1 454250

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 65 1 451300

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10NW 102 1 452600

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur C16SE 106 1 454250

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 111 1 451600

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C16SW 132 1 453900

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C12NW 132 1 454000

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur C16SE 159 1 454200

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur C12NE 208 1 454200

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 214 1 454750

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur C12NW 221 1 454000

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 228 1 454950

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:45: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:45: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:45: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:45: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:46: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:46: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:46: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:46: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:47: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:47: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:47: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:47: Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:47: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:65:Groundwater Vulnerability Map

EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:66:BGS Groundwater Flooding Susceptibility

EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:53: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:69: reaching the SPA / Ramsar via surface runoff, groundwater seepage or travelling in

EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:118: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO 2

EN010103-002461-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 20.pdf:18: (e) water management (surface water and groundwater); or

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:2: Note: VWP-MSBH06 (CH4) data is not plotted due to groundwater level above VWP tip - see data table for further infor

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:6: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:6: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:6: LF\BH01 Groundwater LF\BH01 Temperature

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:7: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:7: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:7: MS\BH03 Groundwater MS\BH03 Temperature

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:8: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:8: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:8: MS\BH05 Groundwater MS\BH05 Temperature

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:9: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:9: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:9: MS\BH07 Groundwater MS\BH07 Temperature

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:10: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:10: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:10: MS\BH12 Groundwater MS\BH12 Temperature

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:11: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:11: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:11: MS\BH13 Groundwater MS\BH13 Temperature

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:12: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:12: GROUNDWATER MONITORING DATA

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:12: MS\BH14 Groundwater MS\BH14 Temperature

EN010103-001755-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 5 - June 2022.pdf:13: GROUNDWATER MONITORING DATA

EN010103-001868-NZT-ISH3-DCO-Agenda.pdf:4: o R13 Contaminated land and groundwater;

EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:28: or groundwater activities where this is required under environmental permitting

EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:44: 3.8.50. Requirement 13 (Contaminated land and groundwater) - this is a modified model provision.

EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:44: decommissioning any boreholes installed for the investigation of soils, groundwater or

EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:44: contamination of land (including groundwater) for any part of Work Nos. 1, 7, 9A or 10 that

EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:46: groundwater monitoring plan), for that part, has been submitted to and approved by the

EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:47: investigation reports and groundwater monitoring that is required by Requirement 13

EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:47: (contaminated land and groundwater).

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:22:• It creates a source of water pollution (e.g. discharge, surface run off, leaching to groundwater etc)

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:22: and/or groundwater catchment.

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:24:groundwater activities) should be subject to an HRA where they are carried out within the catchment of a

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:35:• Where the development impact is via groundwater discharging direct to a habitats

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:35: site terrestrial wetland habitat rather than to groundwater discharging to surface

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:35: depending on their location within the groundwater catchment compared to

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:35: groundwater catchment to ensure that it would neutralise the nutrient increase from

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38:11 Robertson WD, Van Stempvoort ER & Schiff SL. 2019. Review of Phosphorus attenuation in groundwater

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:water body (surface or groundwater). Any enhanced connectivity to a water body, which

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:etc. as well as that it is not in a location where the groundwater is high enough that comes

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40:groundwater catchment of a designated site will present a low risk that the phosphorus will

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40: d) The drainage field is in an area where the high water table groundwater depth is at

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40:21 2m is the groundwater depth that represents a low risk, based on very low levels being detected in soil at depth

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:provides certainty for some of the conditions such as groundwater depth, due to the inherent

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:period (several years) and to a sufficient frequency to determine the highest groundwater

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:flood data, information on local geology and soils, groundwater phosphorus concentration

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:Elevated concentrations of phosphorus in groundwater would indicate phosphorus transport

EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:include investigations, known soil or geological conditions or groundwater water quality (P)

EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:100: low, from groundwater medium, drainage Infrastructure low to medium and

EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:118:  Land/groundwater contamination or mobilisation of existing land contaminants –

EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:132: tidal, fluvial and surface water is low or very low, from groundwater medium,

EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:146: and groundwater. same route as the CO2 Export Pipeline so as to minimise disturbance of the

EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:147: interference with groundwater flow

EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:153: HDD. effects on geology, minerals, soils, groundwater, contamination (inclusive of

EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:163: biodiversity and preventing new the contamination of land, including groundwater, upon which the EA must be

EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:234: Quality Management Areas (AQMAs) and groundwater resources. (See

EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:234: e. avoid Groundwater Source Protection Zone 1 or Flood Risk Zone 3b

EN010103-002576-NZT DCO 6.3.23 - ES Vol II Figure 9-2 Groundwater Features and Attributes Nov 2022 (D12).pdf:1: GROUNDWATER FEATURES AND THEIR

EN010103-002348-0006-P1A4.5NTLIKC016-NTL SUBMISSIONS AND POSITION STATEMENT ISH5 ON BEHALF OF NORTH TEES GROUP 17.10.22.pdf:4:items - access, services, Infrastructure and groundwater monitoring) and 195.

EN010103-002348-0006-P1A4.5NTLIKC016-NTL SUBMISSIONS AND POSITION STATEMENT ISH5 ON BEHALF OF NORTH TEES GROUP 17.10.22.pdf:6:groundwater monitoring, oversight on the installation of any boreholes and

EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:35: groundwater biodiversity protection management and

EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:11: Groundwater resources, primarily within the Sherwood

EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:14: meeting to discuss Relevant contaminated land and groundwater issues.

EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:18: Directive (WFD) potential pollution risks to surface water and groundwater bodies

EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:20: and Groundwater Contamination: Risk Management (LCRM) guidance and uses a

EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:21: groundwater during construction and operation of the Proposed

EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:21: Requirement 13 (Contaminated land and groundwater) of the

EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:21: an assessment of groundwater flooding risk will be undertaken in

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:1:Table 9C- 3: Groundwater assessment matrix ………………………………………………… 13

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:1:Table 9C-6: Surface and Groundwater Water bodies Identified Within the Study

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:2:Table 9C- 32: Tees Mercia Mudstone and Redcar Mudstone Groundwater Body –

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:6: rivers, streams and lakes), groundwater and water-dependent ecosystems.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:9: Groundwater Body Status

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:9:9.2.10 Under the WFD, groundwater body status is classified on the basis of

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:9: scale of assessment means that groundwater status is mainly influenced by

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:9: pollution. The worst-case classification is assigned as the overall groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: Figure 9C- 2: WFD Classification Elements for Groundwater Body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10:9.2.11 Quantitative status is defined by the quantity of groundwater available as

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: • Saline or other intrusions: This test is designed to identify groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: water of different chemical composition, as a result of groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: concentrations or significant impact on one or more groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: • Surface water: This test is designed to identify groundwater bodies where

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: groundwater abstraction is leading to a significant diminution of the

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: • Groundwater Dependent Terrestrial Ecosystems (GWDTEs): This test is

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: designed to identify groundwater bodies where groundwater abstraction is

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: • Water balance: This test is designed to identify groundwater bodies where

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: groundwater abstraction exceeds the ‘available groundwater resource’,

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:10: defined as the rate of overall recharge to the groundwater body itself, as

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: by the quality of groundwater feeding into watercourses and water-dependent

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: ecosystems and by the quality of groundwater available for drinking water

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: • Saline or other intrusions: this test is designed to identify groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: water of different chemical composition, as a result of groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: concentrations or significant impact on one or more groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: • Surface water: this test is designed to identify groundwater bodies where

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: groundwater abstraction is leading to a significant diminution of the

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: • Groundwater Dependent Terrestrial Ecosystems (GWDTEs): this test is

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: designed to identify groundwater bodies where groundwater abstraction is

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: groundwater bodies failing to meet the DrWPA objectives defined in Article

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: • General quality assessment: this test is designed to identify groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:11: the strategic use of groundwater.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:12: the qualitative status and quantitative status of groundwater.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:13: practicable. For groundwater quality, measures must also be taken to reverse

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:13: Appendix V of the Water Framework Directive and Article 4 of the Groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:13: Daughter Directive. This is transposed into UK legislation by the Groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:13: • Groundwater: The no deterioration requirements are applied to each of the

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:14: Groundwater Assessment

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:14: groundwater status class. It ranges from a beneficial effect, through no effect,

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:15:Table 9C- 3: Groundwater assessment matrix

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:15: Scheme Element on WFD the assessment boundary i.e. element at the Groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:15:groundwater levels or quality. elements. in status of WFD element

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:15: groundwater body scale.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:15: status class at groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:15: groundwater body scale

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:16: alterations to the level of bodies of groundwater, or for deterioration from high

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:16: lakes and groundwater projects in England and Wales.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:23:affected by the proposal. Groundwater Changes to relied upon for the WFD assessment.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:23:Hydrogeological regime may impact groundwater. All waterbodies (including non-reportable waterbodies and

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:23: WFD groundwater bodies) are considered by the WFD

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:24:Groundwater: No dewatering is proposed.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:27: and yield limited amounts of groundwater due to localised features such as

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:27: by loamy and clayey soils of coastal flats with naturally high groundwater.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:27: the surface water bodies and where relevant to the assessment, groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:28: Their Attributes and 9-2: Groundwater Features and Their Attributes (ES

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:29:Table 9C- 56: Surface and Groundwater Water bodies Identified Within the Study

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:31:Tees Sherwood Groundwater WFD designation Scoped In – the Proposed Development is

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:31:Sandstone (GB40301G702000) partly underlain by this groundwater body and

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:31:Tees Mercia Groundwater WFD designation Scoped In – the Proposed Development is

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:31:Mudstone & (GB40302G701300) partly underlain by this groundwater body and

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:38: rainwater fed with little influence from tidal variation and groundwater. With

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:46: Groundwater WFD Waterbodies

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:46: District and the Northumbria Groundwater Management Catchment. The

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:46: Tees Sherwood Sandstone groundwater body is within the Tees Sherwood

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:46: Tees Mercia Mudstone & Redcar Mudstone WFD groundwater body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:46: Sherwood Sandstone WFD groundwater body (GB40301G702000). The

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:46: Tees Sherwood Sandstone groundwater body is at Good Overall Status, with

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:47:9.4.78 The full no deterioration baseline for each groundwater body is outlined in

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:47:9.4.79 There are no Groundwater Dependent Terrestrial Ecosystems (GWDTE) or

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:47: discharges for raised mine/groundwater where past activity is still having

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:47:9.4.85 Twelve abstractions are for groundwater from the underlying Triassic

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:47: also groundwater abstractions for water supply.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:49: • Tees Mercia Mudstone & Redcar Mudstone groundwater body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:49: • Tees Sherwood Sandstone WFD groundwater body (GB40301G702000).

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:50:fuel, hydraulic fluids, groundwater within or WFD waterbody (including the Study Area drain

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:50:surface watercourses Transitional and Tees groundwater body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:50: groundwater body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:50:or groundwater if their Coastal WFD surface

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51:flow pathways or water Redcar Mudstone and groundwater body groundwater body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51: Sandstone groundwater drainage ditches

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51:Excavations, cuttings Groundwater bodies Tees Mercia Mudstone & Tees Mercia

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51:during construction of Proposed Development groundwater body Mudstone WFD

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51:the Proposed Site. Tees Sherwood groundwater body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51:potential to intercept groundwater body Sandstone WFD

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51:groundwater and may groundwater body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51:groundwater if not

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:55: Estuary (S Bank)) and groundwater bodies (Tees Mercia Mudstone & Redcar

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: sediments, ground or groundwater, or through uncontrolled site run off;

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: groundwater which could potentially remove, relocate or mobilise

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: (impermeable fine / cohesive soils) into a groundwater aquifer; and

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: impact groundwater.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:72: groundwater), mud deposited on site and local access roads, and that which

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:73: effects where possible upon the local surface water (and groundwater)

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:77: Management of Risks to Groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:78: groundwater flow) between the Made Ground present and the underlying

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:89: Tees Mercia Mudstone & Redcar Mudstone WFD groundwater body &

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:89: Tees Sherwood Sandstone WFD groundwater body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:89: foundations). Excavation of cuttings may liberate groundwater in the form of

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:89: (sands, clays, gravels) that are intercepted. This liberated groundwater may

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:89: potential for underlying groundwater to be contaminated from spillages

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:89: a potential source of pollution to the groundwater body.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:89: dewatering of groundwater would be included in the Final CEMP and WMP.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:90: Contamination: Guidance on Pollution Prevention, EA National Groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:90: (Volume I), any residual impacts to the groundwater body would be temporary

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:111: Tees Mercia Mudstone & Redcar Mudstone groundwater body & Tees

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:111: Sherwood Sandstone WFD groundwater body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:111: groundwater during operation. There is some potential for leaks, spillages

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:111: affect groundwater. However, any fuel and chemical storage areas would be

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:111: WFD groundwater bodies are predicted during operation of the Proposed

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:112: Development. Similarly, As the Tees Sherwood Sandstone WFD groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:112: and Redcar Mudstone groundwater body, we have briefly considered the

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:112: groundwater body is already at Good Ecological Potential, no pressures are

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:116:Table 9C- 3132: Tees Mercia Mudstone and Redcar Mudstone Groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:116:Chemical Point Mining and Pollution impacts to groundwater during construction

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:116: There are no planned discharges to groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:116: groundwater. However, any fuel and chemical

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:116: groundwater body.

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:120: groundwater body & Tees Sherwood Sandstone WFD groundwater body,

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:120: Mudstone groundwater body & Tees Sherwood Sandstone WFD

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:120: groundwater body, provided that the outlined mitigation measures are

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:122: Prevention, Environment Agency National Groundwater & Contaminated

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:123: Environment Agency (2015) Water Framework Directive, Groundwater

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:130:Water Body Type Groundwater Body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:130:Groundwater Area 29301.122 ha

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:131:Water Body Type Groundwater Body

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:131:Groundwater Area 49457.045 ha

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:145: Groundwater As

EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:145: Groundwater As

EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:28: or groundwater activities where this is required under environmental permitting

EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:44: 3.8.50. 3.8.52.Requirement 13 (Contaminated land and groundwater) - this is a modified model

EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:45: contamination of land (including groundwater) for any part of Work Nos. 1, 7, 9A or 10 that

EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf:18: 6.3.23 Figure 9.2: Groundwater -

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:3:some of the superficial deposits and superficial groundwater aquifers have not

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:3:groundwater, controlled waters and historic landfill information.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:3:specifically named and summarised as surface water and groundwater.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:3:groundwater and surface water. We would welcome the inclusion of the results of

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:6:Groundwater

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:6:Changes to Hydrogeological regime may impact groundwater. 6.2.10 ES Vol I

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:6:the risks of groundwater flooding within the FRA. The Applicant must demonstrate

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:6:how they have assessed the risk of groundwater flooding and demonstrate how

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:6:they have reached their conclusion that the risk of groundwater flooding is

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:8:Requirement 13 - Contaminated land and groundwater

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:8:groundwater quality.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:11:ground and groundwater regime prevailing at the site, the extent of land

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:11:Monitoring of groundwater

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:11:longer term monitoring of groundwater is likely to be required to provide the

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:11:evidence of an improvement in groundwater quality across the site and

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:12:clarity regarding whether the interaction between groundwater within the bedrock

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:12:preparation and implementation of a groundwater quality and land quality

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:12:groundwater aquifers have not been considered during operation. In the absence

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:12:deposits and superficial groundwater aquifers have not been considered during

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:12:groundwater, will be submitted to and, after consultation with the EA, approved by

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:Additionally, it is not clear what the groundwater regime is that has been

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:ground investigations and clarify the groundwater regime / bodies identified.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:Future risk assessments should highlight the prevailing groundwater regime at

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:the site, how groundwater bodies may interact and how groundwater bodies

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:Groundwater conditions AEG

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:Groundwater conditions PCC site

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:Sections 10.9.23 – 10.9.36 provide a summary of the groundwater conditions

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:the ground and groundwater conditions and it is not clear what the groundwater

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:14:Solution: Applicant to provide clarity as to the anticipated groundwater regime

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:14:groundwater conditions and include surface water bodies.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:14:considered receptors. We would expect both surface water and groundwater

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:14:and not summarised as surface water and groundwater.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:15:interconnectivity between superficial groundwater and bedrock ground water) is

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:15:Issue: Groundwater level data for main site and CO2 offshore corridors are not

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:15:groundwater flow paths. These requirements will be needed for all work areas as

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:15:groundwater level, quality, dewatering and associated ground stability issues are

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:15:created between poor quality groundwater and the surface water.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:addresses all the groundwater issues.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:regarding the risks of groundwater flooding within the FRA.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:Solution: Solution: Further groundwater data and hydrogeological assessment will

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:be required to inform the groundwater component to the FRA. The Applicant must

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:demonstrate how they have assessed the risk of groundwater flooding and

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:groundwater flooding is considered to be ‘medium’.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:investigations that have encountered high / shallow groundwater, therefore the

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:infiltration drainage SuDS due to the potential to alter groundwater flow paths and

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:mobilise pollution within the ground and groundwater to surface water receptors

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:and increasing flood risk from groundwater sources. This could result in

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:groundwater levels could also result in polluted groundwater resulting in flooding

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:30:groundwater) in order to locally lower water levels near the excavation. This

EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:19: 6.3.23 Figure 9.2: Groundwater - April 2022 –

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279:necessary, offsetting the environmental footprint of its operations. groundwater pollution; and

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279:applicable legislation, TotalEnergies has drawn up rules and guidelines impacts related to possible soil and groundwater contamination;

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279:that the Subsidiaries can use to limit the quantities discharged. – assessment of soil and groundwater contamination based on various

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279:water. After analysis, the exposed sites can introduce various reduction could allow the pollution to migrate, use of the land and groundwater

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:279: and securing of sites, TotalEnergies has created a soil and groundwater

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:435:waste storage (refer to point 5.5.5 of this chapter). TotalEnergies has impacts related to possible soil and groundwater contamination;

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:435: – assessment of soil and groundwater contamination based on various

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:435: practices in engineering, operations and transport; could allow the pollution to migrate, use of the land and groundwater

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:435: groundwater pollution; and

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:436: groundwater depollution policy based on the assessment and created by the Company. At year-end 2021, 104 industrial sites that were

EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:136:potential CO2 leakage to the atmosphere or groundwater 4.

EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:138:expectations, using the experience of the oil, gas, and groundwater industries 5, 27.

EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:279: WFD, running and static surface waters, groundwaters,

EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:299:coastal waters, and groundwater. Under this Directive, River Basin Management Plans (RBMP) are

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:3: and groundwater) and makes it an offence to

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:4: and surface and groundwaters are presented in Table 10-4.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:7:Opinion Water Protected groundwater abstractions ‘near’ or ‘in the

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:7: groundwater should confirm the absence.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:9: groundwater. environmental

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:10:the PEI Report remediation along with active groundwater landowner and the

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:10: groundwater

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:11:Response to groundwater aquifers have not been required.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:11: groundwater aquifers have not been

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:11:Environment Groundwater The EA outlined in their consultation All of this has been

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:11: general information on Groundwater likely impacts on

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:11: Protection. groundwater as a

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12:  Contamination of soils and groundwater.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12: Assessment of receptor value (importance) for groundwater resources

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12: Negligible (or Low for groundwater) and is dependent on the assessment

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12: contamination and groundwater are given in Table 10-6.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:13: Nationally significant attribute of Groundwater Principal aquifer providing a

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:13: Groundwater locally supports

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:13: Groundwater Dependent Terrestrial

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:13: Locally significant attribute of Groundwater Principal aquifer providing locally

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:13: Groundwater supports a GWDTE or

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: Of moderate quality and rarity Groundwater Aquifer providing water for

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: Lower quality Groundwater Unproductive strata

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: Negligible is not applicable to Groundwater N/A

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: Groundwater under Table 3.7 of

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: The assessment of the magnitude of impact for groundwater resources

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: prescribed to groundwater resources. The criteria for determining the

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:15:Major Results in loss of attribute and/or Groundwater Loss of, or extensive change to,

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:15: groundwater from routine runoff

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:15: - risk score >250 (Groundwater

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:16:Moderate Results in effect on integrity of Groundwater Partial loss or change to an

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:16: pollution to groundwater from

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:16:Minor Results in some measurable change Groundwater Potential low risk of pollution

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:16:Adverse in attributes, quality or vulnerability. to groundwater from routine

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:17: Results in effect on attribute, but of Groundwater No measurable impact upon an

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:17: insufficient magnitude to affect the aquifer and / or groundwater

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:17:Minor Results in some beneficial effect on Groundwater Reduction of groundwater

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:17: groundwater flooding.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:17:Moderate Results in moderate improvement of Groundwater Contribution to improvement in

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:17:Major Results in major improvement of Groundwater Removal of existing polluting

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:18:No Change No loss or alteration of Groundwater No observable impact in either

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:24: There are no Groundwater Dependent Terrestrial Ecosystems (GWDTE) or

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:25:Groundwater High Vulnerability

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:25:Groundwater High Vulnerability

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:26:Groundwater High Vulnerability

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:26:Groundwater High Vulnerability

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:26:Groundwater High Vulnerability

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:28:  Contamination to soils and groundwater.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:28: groundwater.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:29:  active groundwater remediation and long-term monitoring.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:32:Groundwater – See Figure 10-17 – Bedrock Aquifer

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:32:Groundwater Principal Aquifer PCC Site Very High Area is outside of any designated Source

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:33:Groundwater Secondary Aquifer – B PCC Site Medium Area is outside of any designated Source

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:33:Groundwater Secondary Aquifer – B PCC Site Medium Area is outside of any designated Source

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:33:Groundwater – See Figure 10-18 – Superficial Aquifer

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:33:Groundwater Secondary Aquifer - A CO2 Export Pipeline High Area is outside of any designated Source

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:33:Groundwater Secondary Aquifer- CO2 Gathering Network and Natural Gas High Area is outside of any designated Source

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:34:Groundwater Unproductive Strata Electrical Connection Corridor Low Area is outside of any designated Source

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: relation to potential impacts to ground and groundwater.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: Activities that may result in potential impacts to ground and groundwater at

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: and groundwater which could potentially remove, relocate or mobilise

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: impact groundwater;

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: groundwater. Temporary groundwater controls such as dewatering or

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: which would be likely to result in the lowering of groundwater levels in the

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: also provide preferential flow pathways for groundwater. Dewatering of

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: excavations could result in an adverse risk to groundwater and could also

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: draw contaminated groundwater on site, should any be present.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: Potential effects to groundwater quality could arise from contamination of the

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36:  Disturbance and / or removal of the ground and groundwater which could

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36:  Pollution of groundwater (and surface water) could result from concrete,

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: contamination into groundwater during construction (and

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: decommissioning) and potential effects on groundwater aquifers, e.g.

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:37:  Impacts to soil quality, groundwater and watercourses could potentially

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:38: climate change and groundwater levels and the potential effects on the

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: Groundwater & Contaminated Land Centre Report NC/99/73. Piling

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: Principal Aquifer. Where contaminated soils and elevated groundwater

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: including groundwater monitoring to ensure risk is managed. If piling is

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:42: permit’ a water discharge activity or groundwater activity without an

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:42:  The preparation and implementation of a groundwater quality monitoring

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:43: or proposed), groundwater and surface water and ecological systems;

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:46:Construction Groundwater – Very High Changes to Hydrogeological Negligible GI and groundwater level and Slight P/T

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: EA National Groundwater &

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: groundwater levels are proved by

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: Assessment including groundwater

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48:Construction Groundwater Medium Changes to Hydrogeological Minor GI and groundwater level and Slight P

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48: EA National Groundwater &

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48: elevated groundwater levels are

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:49: Assessment including groundwater

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:49:Construction Groundwater Medium Impact as above. Minor GI and groundwater level and Slight P

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:50:Construction Groundwater – Medium Impact as above. Minor GI and groundwater level and Slight P

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:50:Construction Groundwater – High Potential mobilisation of existing Minor Development of and adherence to Slight T

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:50: (Soil contaminants during (Adverse) the Final CEMP. Groundwater (Adverse)

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:50:Construction Groundwater – High Potential mobilisation of existing Minor Development of and adherence to Slight T

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:50: (Soil contaminants during (Adverse) the Final CEMP. Groundwater (Adverse)

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:52:Operation Groundwater – Medium - Impacts on groundwater and Negligible Storage and handling of processed Slight P

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:53:Decommissio Groundwater – Medium - Impacts on groundwater could Negligible Implementation of DEMP, SWMP, Slight T

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:54:Decommissio Groundwater - High Impacts on groundwater and Minor Implementation of DEMP, SWMP, Slight T

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:55: Prevention, Environment Agency National Groundwater & Contaminated

EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:55: Groundwater & Contaminated Land Centre Report NC/99/73.

EN010103-001756-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 4 - June 2022.pdf:46: Note: VWP-MSBH10 (CH4) data is not plotted due to groundwater level being periodically above VWP tip - see data ta

EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf:7: plan (including the details of any approved groundwater monitoring plan)

EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf:8: Groundwater Features and Attributes August 2022 REP6-068: the Applicants note

EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf:8: only shows groundwater in bedrock and does not indicate that made ground and

EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf:8: superficial deposits are WFD Groundwater bodies. The Applicants also note the

EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf:8: Redcar Mudstone and Tees Sherwood Sandstone Groundwater Bodies.

EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:11:  Groundwater resources, primarily within the

EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:18: surface water and groundwater bodies during construction and

EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:20: groundwater during construction and operation of the Proposed

EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:20: and Groundwater measures identified and specified by control measures within

EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:20: Requirement 13 (Contaminated land and groundwater) of the

EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:20: an assessment of groundwater flooding risk will be undertaken in

EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:55: (e) inadequate water quality in any watercourse or in any groundwater, which is caused by

EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:62: (e) water management (surface water and groundwater); or

EN010103-001182-NZT EL (12).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (12).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (12).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (12).pdf:91: Groundwater Features and Attributes

EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:14:groundwater.

EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:19: - if perched groundwater is encountered during establishment

EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:22:contamination and groundwater have to site users and the environment. The findings will feed into

EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:22: preferential pathways (e.g. groundwater flow) between the Made

EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:22: groundwater, which is likely to cause significant harm to persons or

EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:24: soil or groundwater contamination that may be encountered. This

EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:27: water discharge activity or groundwater activity without an

EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf:22: surface groundwater flow.

EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:14:groundwater.

EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:19: if perched groundwater is encountered during establishment of core

EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:22:contamination and groundwater have to site users and the environment. The findings will feed into

EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:22: preferential pathways (e.g. groundwater flow) between the Made

EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:22: groundwater, which is likely to cause significant harm to persons or

EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:24: soil or groundwater contamination that may be encountered. This

EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:27: water discharge activity or groundwater activity without an

EN010103-002623-DLA Piper UK LLP - Comments on any other information submitted at Deadline 12 1.pdf:9: (e) surface water and groundwater management; or

EN010103-002061-NZT DCO 7.11.2 Second ES Addendum Vol II Cover and Contents August 2022 (D6).pdf:3:Figure 9.2 Groundwater Features and Attributes

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:9:Groundwater Vulnerability Map pg 1 Yes n/a

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 458700

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface E1NW 0 1 459210

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 459050

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 3 1 458750

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 67 1 458800

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 96 1 458700

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 106 1 458900

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 139 1 459050

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 150 1 458850

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 178 1 458900

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 197 1 459000

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level E9SW 202 1 459200

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Groundwater Vulnerability Map

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:13: Groundwater Vulnerability Map

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:14: Groundwater Vulnerability Map

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:14: Groundwater Vulnerability Map

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:14: Groundwater Vulnerability Map

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:14: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:19:Groundwater Vulnerability Map

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:20:BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:1:Groundwater Vulnerability

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:10:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:10:Groundwater Vulnerability Map pg 26 Yes n/a

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:10:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:10:Groundwater Vulnerability - Local Information n/a

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 457450

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 457500

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 456850

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 457450

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 455900

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 456050

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 457200

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D13NE 0 1 456950

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D13NE 0 1 457100

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456150

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456550

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456050

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456400

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 457150

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (N) 0 1 457300

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D13NW 0 1 456750

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D13NW 0 1 456800

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 0 1 457500

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 457550

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456600

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456700

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456750

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 456900

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 457400

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 457300

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 455950

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 457550

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456450

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 456100

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 456250

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 456150

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 456350

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D12SW 0 1 458600

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 455750

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface D10SE 0 1 457795

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 456200

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 457795

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 457200

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D8SE 0 1 459000

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 457900

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 456050

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 1 1 457550

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D12NW 3 1 458700

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 21 1 457800

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 40 1 456850

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 44 1 456200

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 67 1 458750

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 77 1 456650

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D16SW 96 1 458600

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 106 1 458850

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 120 1 457700

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D12SE 139 1 459000

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 140 1 458000

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 150 1 458750

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 178 1 458850

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 178 1 458050

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 186 1 458050

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 193 1 458400

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 197 1 458900

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D12SE 202 1 459050

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 208 1 457795

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 218 1 457800

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 228 1 458100

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 238 1 457850

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:17: Discharge Groundwater

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:18: Discharge Groundwater

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:39: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:39: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:40: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:40: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:40: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:40: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:41: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:41: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:41: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:41: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:42: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:42: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:42: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:42: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:43: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:43: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:43: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:43: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:44: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:44: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:44: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:44: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:45: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:45: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:45: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:45: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:46: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:46: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:46: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:46: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:47: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:47: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:47: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:47: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:48: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:48: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:48: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:48: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:49: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:49: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:49: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:49: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:50: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:50: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:50: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:50: Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:50: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:104:Groundwater Vulnerability Map

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:105:BGS Groundwater Flooding Susceptibility

EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:21: 6.3.23 Figure 9.2: Groundwater - April 2022 –

EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:14: • Requirement no. 13: Contaminated land and groundwater

EN010103-000911-NZT DCO 6.3 ES Vol II Cover and Contents.pdf:3: Figure 9-2 Groundwater Features and their Attributes

EN010103-001182-NZT EL (5).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (5).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (5).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (5).pdf:91: Groundwater Features and Attributes

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:2:Table 9C- 3: Groundwater assessment matrix ………………………………………………… 13

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:2:Table 9C- 5: Surface and Groundwater Water bodies Identified Within the Study

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:3:Table 9C- 31: Tees Mercia Mudstone and Redcar Mudstone Groundwater Body –

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:7: rivers, streams and lakes), groundwater and water-dependent ecosystems.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:10: Groundwater Body Status

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:10:9.2.10 Under the WFD, groundwater body status is classified on the basis of

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:10: scale of assessment means that groundwater status is mainly influenced by

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:10: pollution. The worst-case classification is assigned as the overall groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: Figure 9C- 2: WFD Classification Elements for Groundwater Body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11:9.2.11 Quantitative status is defined by the quantity of groundwater available as

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: • Saline or other intrusions: This test is designed to identify groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: water of different chemical composition, as a result of groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: concentrations or significant impact on one or more groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: • Surface water: This test is designed to identify groundwater bodies where

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: groundwater abstraction is leading to a significant diminution of the

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: • Groundwater Dependent Terrestrial Ecosystems (GWDTEs): This test is

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: designed to identify groundwater bodies where groundwater abstraction is

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: • Water balance: This test is designed to identify groundwater bodies where

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: groundwater abstraction exceeds the ‘available groundwater resource’,

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:11: defined as the rate of overall recharge to the groundwater body itself, as

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: by the quality of groundwater feeding into watercourses and water-dependent

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: ecosystems and by the quality of groundwater available for drinking water

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: • Saline or other intrusions: this test is designed to identify groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: water of different chemical composition, as a result of groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: concentrations or significant impact on one or more groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: • Surface water: this test is designed to identify groundwater bodies where

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: groundwater abstraction is leading to a significant diminution of the

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: • Groundwater Dependent Terrestrial Ecosystems (GWDTEs): this test is

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: designed to identify groundwater bodies where groundwater abstraction is

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: groundwater bodies failing to meet the DrWPA objectives defined in Article

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: • General quality assessment: this test is designed to identify groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:12: the strategic use of groundwater.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:13: the qualitative status and quantitative status of groundwater.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:14: practicable. For groundwater quality, measures must also be taken to reverse

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:14: Appendix V of the Water Framework Directive and Article 4 of the Groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:14: Daughter Directive. This is transposed into UK legislation by the Groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:14: • Groundwater: The no deterioration requirements are applied to each of

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:15: Groundwater Assessment

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:15: groundwater status class. It ranges from a beneficial effect, through no effect,

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:16:Table 9C- 3: Groundwater assessment matrix

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:16: Scheme Element on WFD the assessment boundary i.e. element at the Groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:16:groundwater levels or quality. elements. in status of WFD element

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:16: groundwater body scale.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:16: status class at groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:16: groundwater body scale

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:16: alterations to the level of bodies of groundwater, or for deterioration from high

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:17: lakes and groundwater projects in England and Wales.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26: and yield limited amounts of groundwater due to localised features such as

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26: by loamy and clayey soils of coastal flats with naturally high groundwater.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26: the surface water bodies and where relevant to the assessment, groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26: Their Attributes and 9-2: Groundwater Features and Their Attributes (ES

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:27:Table 9C- 5: Surface and Groundwater Water bodies Identified Within the Study

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:29:Tees Sherwood Groundwater WFD designation Scoped In – the Proposed Development is

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:29:Sandstone (GB40301G702000) partly underlain by this groundwater body and

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:29:Tees Mercia Groundwater WFD designation Scoped In – the Proposed Development is

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:29:Mudstone & (GB40302G701300) partly underlain by this groundwater body and

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:35: rainwater fed with little influence from tidal variation and groundwater. With

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:41: Groundwater WFD Waterbodies

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:41: District and the Northumbria Groundwater Management Catchment. The

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:41: Tees Sherwood Sandstone groundwater body is within the Tees Sherwood

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:41: Tees Mercia Mudstone & Redcar Mudstone WFD groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:41: Sherwood Sandstone WFD groundwater body (GB40301G702000). The

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:41: Tees Sherwood Sandstone groundwater body is at Good Overall Status, with

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:41:9.4.71 The full no deterioration baseline for each groundwater body is outlined in

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:42:9.4.72 There are no Groundwater Dependent Terrestrial Ecosystems (GWDTE) or

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:42: discharges for raised mine/groundwater where past activity is still having

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:42:9.4.78 Twelve abstractions are for groundwater from the underlying Triassic

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:42: also groundwater abstractions for water supply.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:44: • Tees Mercia Mudstone & Redcar Mudstone groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:44: • Tees Sherwood Sandstone WFD groundwater body (GB40301G702000).

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:45:fuel, hydraulic fluids, groundwater within or WFD waterbody (including the Study Area drain

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:45:surface watercourses Transitional and Tees groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:45: groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:45:or groundwater if their Coastal WFD surface

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46:flow pathways or water Redcar Mudstone and groundwater body groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46: Sandstone groundwater drainage ditches

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46:Excavations, cuttings Groundwater bodies Tees Mercia Mudstone & Tees Mercia

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46:during construction of Proposed Development groundwater body Mudstone WFD

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46:the Proposed Site. Tees Sherwood groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46:potential to intercept groundwater body Sandstone WFD

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46:groundwater and may groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46:groundwater if not

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:49: Bank)) and groundwater bodies (Tees Mercia Mudstone & Redcar Mudstone

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:61: sediments, ground or groundwater, or through uncontrolled site run off;

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: and groundwater which could potentially remove, relocate or mobilise

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: (impermeable fine / cohesive soils) into a groundwater aquifer; and

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: impact groundwater.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: groundwater), mud deposited on site and local access roads, and that which

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:63: effects where possible upon the local surface water (and groundwater)

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:68: Management of Risks to Groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:68: (e.g. groundwater flow) between the Made Ground present and the

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: Tees Mercia Mudstone & Redcar Mudstone WFD groundwater body & Tees

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: Sherwood Sandstone WFD groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: foundations). Excavation of cuttings may liberate groundwater in the form of

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: (sands, clays, gravels) that are intercepted. This liberated groundwater may

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: potential for underlying groundwater to be contaminated from spillages

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: dewatering of groundwater would be included in the Final CEMP and WMP.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: Contamination: Guidance on Pollution Prevention, EA National Groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: (Volume I), any residual impacts to the groundwater body would be temporary

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:92: Tees Mercia Mudstone & Redcar Mudstone groundwater body & Tees

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:92: Sherwood Sandstone WFD groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:92: groundwater during operation. There is some potential for leaks, spillages

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:92: affect groundwater. However, any fuel and chemical storage areas would be

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:92: WFD groundwater bodies are predicted during operation of the Proposed

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:92: Mudstone groundwater body. As such, consideration has been given to the

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:92: to Table 9C-31). As the Tees Sherwood Sandstone WFD groundwater body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:95:Table 9C- 31: Tees Mercia Mudstone and Redcar Mudstone Groundwater Body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:95:Chemical Point Mining and Pollution impacts to groundwater during construction

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:95: There are no planned discharges to groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:96: groundwater. However, any fuel and chemical

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:96: groundwater body.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:99: Mudstone & Redcar Mudstone groundwater body & Tees Sherwood

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:99: Sandstone WFD groundwater body, provided that the outlined mitigation

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:100: Prevention, Environment Agency National Groundwater & Contaminated

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:101: Environment Agency (2015) Water Framework Directive, Groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:107:Water Body Type Groundwater Body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:107:Groundwater Area 29301.122 ha

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:108:Water Body Type Groundwater Body

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:108:Groundwater Area 49457.045 ha

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:121:9.3 Groundwater ……………………………………………………………………………………. 9-3

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:123:9.3 Groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:123: Groundwater levels

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:123:9.3.1 Groundwater level, as measured in an observation borehole, reflects the

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:123: recharge exceeds natural discharge plus abstraction, groundwater levels

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:124: groundwater levels fall. In addition to this, groundwater levels at the

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:124: Current groundwater levels

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:124: also imply that there is the possibility of groundwater supporting the

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:124: to the Groundwater Level (GWL) and thus their hydrology is usually

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:124: controlled by groundwater rather than surface water contributions (there is

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:124: relative position of previously monitored groundwater depth beneath the SSI

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:125: higher than GWL and how easily the signal is transmitted to groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:125:9.3.7 Overall, the potential role of groundwater in the superficial deposits in driving

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:125:9.3.8 Groundwater Dependent Terrestrial Ecosystems (GWDTEs) do not need to

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:125: hold open water but groundwater close to the surface - surface/groundwater

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:125: interactions exist even if groundwater is not above the surface. However, the

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:125: limited groundwater data that is available suggests flow towards the shore,

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:125: groundwater flow, although this depends on depth and size of the pipe.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:125: interrupting any groundwater supply to the ponds is further reduced. Refer to

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:139: minimal connection to groundwater.

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:140: from infiltration and evaporation. No influence from groundwater or the tide

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:140: support significant volumes of groundwater. Thus, the long periods of heavy

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:140: in effect is ‘cut off’ from groundwater and the hydrology of the pond is

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:147: Groundwater As

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:147: Groundwater As

EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:172: Groundwater of the treatment plant to treat Proposed

EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:173: JJ. EA would welcome consultation on groundwater remit and has not been considered as it is not

EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:175: Groundwater

EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:194: generate contaminated dusts, including into the assessment is presented in Table 11-17 in groundwater’; 16

EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:11: Groundwater resources, primarily within the Sherwood

EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:14: meeting to discuss Relevant contaminated land and groundwater issues.

EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:18: Directive (WFD) potential pollution risks to surface water and groundwater bodies

EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:19: and Groundwater tiered, risk-based approach drawn together by Chapter 10 of ES

EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:20: water and groundwater during construction and operation of the

EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:20: within Requirement 13 (Contaminated land and groundwater) of

EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:20: an assessment of groundwater flooding risk will be undertaken in

EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:23: groundwater risks are still to be agreed; further discussions are scheduled between the

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:7: 1993 / Groundwater As

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:7: 1993 / Groundwater As

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A1 Sabic UK 1/25/04/134 Water Supply Groundwater NZ51232470

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A2 Sabic UK 1/25/04/134 Industrial, Commercial Groundwater NZ51282500

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A3 KP Snacks Ltd 1/25/04/142 Industrial, Commercial Groundwater NZ475241

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A4 Sabic UK 1/25/04/134 Water Supply Groundwater NZ50702295

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A5 Sabic UK 1/25/04/134 Industrial, Commercial Groundwater NZ50832340

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A6 Sabic UK 1/25/04/134 Industrial, Commercial Groundwater NZ51032338

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A7 Sabic UK 1/25/04/134 Industrial, Commercial Groundwater NZ51182410

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A8 Sabic UK 1/25/04/134 Industrial, Commercial Groundwater NZ51202437

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A9 Sabic UK 1/25/04/134 Environmental Groundwater NZ51232470

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A10 Middlesbrough 1/25/04/183/R01 Industrial, Commercial Groundwater NZ4951320865

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A11 Sabic UK 1/25/04/134 Industrial, Commercial Groundwater NZ50702295

EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:10:A12 North Tees Ltd 1/25/04/164 Environmental Groundwater NZ52312319

EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:28: or groundwater activities where this is required under environmental permitting

EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:44: 3.8.50. Requirement 13 (Contaminated land and groundwater) - this is a modified model provision.

EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:44: installed for the investigation of soils, groundwater or geotechnical purposes.

EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:45: contamination of land (including groundwater) for any part of Work Nos. 1, 7, 9A or 10 that

EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:47: groundwater monitoring plan), for that part, has been submitted to and approved by the

EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:47: investigation reports and groundwater monitoring that is required by Requirement 13

EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:47: (contaminated land and groundwater).

EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:34: and groundwater

EN010103-001711-Environment Agency - Responses to the ExA’s ExQ1.pdf:7: groundwater management, protection and

EN010103-001711-Environment Agency - Responses to the ExA’s ExQ1.pdf:7: prevention to groundwater pollution which the

EN010103-001711-Environment Agency - Responses to the ExA’s ExQ1.pdf:7: available at Groundwater protection

EN010103-002598-NZT DCO 6.3.45 - ES Vol II Figure 10-19 BGS Flood Susceptibility Nov 2022 (D12).pdf:1: Limited Potential for Groundwater Flooding

EN010103-002598-NZT DCO 6.3.45 - ES Vol II Figure 10-19 BGS Flood Susceptibility Nov 2022 (D12).pdf:1: Potential for Groundwater Flooding of

EN010103-002598-NZT DCO 6.3.45 - ES Vol II Figure 10-19 BGS Flood Susceptibility Nov 2022 (D12).pdf:1: Potential for Groundwater Flooding to

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:31: site. One of these measures is the minimisation of surface water or groundwater into the ponds

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:50: found in groundwater above environmental limits, it should be explained how the

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:51: ii) Can the Applicants also explain why groundwater and surface water have been

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:51: the interaction between groundwater and the River Tees will be considered.

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:71: little influence from tidal variation and groundwater all year round?

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:71: What evidence is there that these are not receiving groundwater from the site or that they

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:73:WE.1.20 Applicants Paragraph 9.4.128 APP-091 states that the EA’s ‘Areas Susceptible to Groundwater

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:73: Flooding’ map indicates that more than 75% of both Council areas is at risk of groundwater

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:73: ii) Has climate change been accounted for when calculating future groundwater

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:73: iii) What implications does groundwater flooding have for the FRA?

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:74: iv) What implications do groundwater flooding or rising groundwater levels (if any) have

EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:76: ii) an update to ES Appendix 9C APP-254 in respect of impacts to groundwater

EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:34: and groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:4: emissions to air, soil, surface and groundwater, to the

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:27:Resources, 10 - Geology, Hydrogeology and Investigation and testing followed by a Quantitative 13: Contaminated land and groundwater requirement

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:27:Resources ground development within strata where groundwater 13: Contaminated land and groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:28: groundwater flooding to underground structures as is

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:29:Contaminated Land, ES Appendices 5A - Framework Development, ground investigation will be required as 13: Contaminated land and groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:30: Standards Institution, 2014). Groundwater level

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:30:Contaminated Land part of future ground investigation works to a allow 13: Contaminated land and groundwater requirement

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:30:Contaminated Land contamination will be risk-based and will develop upon 13: Contaminated land and groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: National Groundwater & Contaminated Land Centre

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: Where contaminated soils and elevated groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: groundwater monitoring. If piling is required, low noise

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31:Contaminated Land contamination is found which has not been previously 13: Contaminated land and groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:32:Contaminated Land assessed as part of the proposed ground investigation 13: Contaminated land and groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:33: groundwater - a groundwater quality monitoring plan

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:34: achieving an earthworks balance. The suitability of 13: Contaminated land and groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:63: be used. Any significant groundwater dewatering DCO Schedule 2 (Document Ref. 2.1): Requirement

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:64: save for geotechnical surveys and other investigations 13: Contaminated Land and Groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:64: including groundwater, which is likely to cause

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:65:Assessment contamination is found which has not been previously 13: Contaminated Land and Groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:66: with unexpected soil or groundwater contamination 13: Contaminated Land and Groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:66: form of treating/ remediating any contamination 13: Contaminated Land and Groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:67: will be governed by either a Materials Management 13: Contaminated Land and Groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:67: excavated materials off site as waste, the material will 13: Contaminated Land and Groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:68: isolated ‘hotspots’ of contamination and/or potential 13: Contaminated Land and Groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:68: transferred and contaminating other soils or water, 13: Contaminated Land and Groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:69: permit’ a water discharge activity or groundwater

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:78: within the temporary laydown/ compound areas as a (Contaminated Land and Groundwater) and 25

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:85: ground development within strata where groundwater 12: Flood Risk Mitigation

EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:86: be required to reduce the risk of groundwater flooding 16: Construction Environmental Management Plan

EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:39: Requirement no. 13: Contaminated land and groundwater

EN010103-001105-NZT DCO 6.4.18 ES Vol III Appendix 12A Legislation and Planning Policy Relevant to Ecology.pdf:4: coastal waters and groundwater. At the heart of the WFD is the philosophy to “make

EN010103-001105-NZT DCO 6.4.18 ES Vol III Appendix 12A Legislation and Planning Policy Relevant to Ecology.pdf:4: The WFD requires members states achieve “good status” for all groundwater and surface

EN010103-001105-NZT DCO 6.4.18 ES Vol III Appendix 12A Legislation and Planning Policy Relevant to Ecology.pdf:17: Policy ENV7: Ground, Any development proposals that may result in groundwater or surface water pollution will require suitable

EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:20: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:50:Contaminated land and groundwater

EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:50:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:51:scheme to deal with the contamination of land (including groundwater) which relates to any part

EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:161: (e) surface water and groundwater management; or

EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:11: Groundwater resources, primarily within the Sherwood

EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:13: meeting to discuss Relevant contaminated land and groundwater issues.

EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:17: surface water and groundwater bodies during construction and

EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:19: groundwater during construction and operation of the Proposed

EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:19: Requirement 13 (Contaminated land and groundwater) of the

EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:19: and Groundwater corridors will be undertaken prior to construction as necessary,

EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:19: an assessment of groundwater flooding risk will be undertaken in

EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:22: groundwater risks are still to be agreed; further discussions are scheduled between the

EN010103-001182-NZT EL (6).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (6).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (6).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (6).pdf:91: Groundwater Features and Attributes

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:9:Contaminated land and groundwater

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:9:groundwater, which is likely to cause significant harm to persons or pollution of controlled

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:10: reports and groundwater monitoring in addition to the information in

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:10: installed for the investigation of soils, groundwater or geotechnical

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:10: decommissioned in order to prevent risk of groundwater pollution, how

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:11: (j) a groundwater monitoring plan that comprises monitoring of groundwater levels and

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:11:investigation reports and groundwater monitoring required by requirement 13(2)(f);

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:12:groundwater monitoring required by requirement 13(2)(f).

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:12: • Groundwater level monitoring to identify tidal influences in superficial tidal flat

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:13: following measures relating to groundwater and contaminated land:

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:13: • Installation of a groundwater monitoring network with groundwater level and

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:13: to groundwater and surface waters at the launch and landing point sites and to

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:13: quantify the volume and quality of groundwater needing to be dewatered and

EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:97: relation to the Proposed and groundwaters, including through the supply of nutrients such as nitrogen

EN010103-001344-NZT DCO 7.8.2 ES Addendum Vol II Cover and Contents.pdf:3:Figure 9.2 Groundwater Features and Attributes

EN010103-002277-NZT DCO 6.3.45 - ES Vol II Figure 10-19 BGS Flood Susceptibility September 2022(D8).pdf:1: Limited Potential for Groundwater Flooding

EN010103-002277-NZT DCO 6.3.45 - ES Vol II Figure 10-19 BGS Flood Susceptibility September 2022(D8).pdf:1: Potential for Groundwater Flooding of

EN010103-002277-NZT DCO 6.3.45 - ES Vol II Figure 10-19 BGS Flood Susceptibility September 2022(D8).pdf:1: Potential for Groundwater Flooding to

EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:34: and groundwater

EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:9: 1. All development proposals that may cause groundwater, surface water, air (including

EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:10: 5. Groundwater and surface water quality will be improved in line with the requirements

EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:10: the quality or quantity of surface or groundwater, flow of groundwater or ability to

EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf:23: any impacts of emissions to air, soil, surface and groundwater, to the

EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:49: indirectly via groundwater / surface water in hydrological continuity with these

EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:63: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:110: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO2

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:27: to the potential for groundwater, surface water, sewer, tidal and

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:30: & 6.45 Drinking Water Protected Protected Areas/Safeguard Zones and licensed groundwater

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:30: licensed groundwater abstractions

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:31: receptors e.g. groundwater.

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:77:Groundwater

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:77:which are likely to affect groundwater. The Sherwood Sandstone principle aquifer

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:77:assessment of the impacts of the development on groundwater should be

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:77:development to groundwater.

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:77:offence to cause or knowingly permit a groundwater activity unless authorised by

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:77:an Environmental Permit which we will issue. A groundwater activity includes any

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:77:discharge that will result in the input of pollutants to groundwater. Some

EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:77:https://www.gov.uk/guidance/discharges-to-surface-water-and-groundwater-

EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:28: or groundwater activities where this is required under environmental permitting

EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:44: 3.8.52. Requirement 13 (Contaminated land and groundwater) - this is a modified model provision.

EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:44: contamination of land (including groundwater) for any part of Work Nos. 1, 7, 9A or 10 that

EN010103-000813-NZT DCO 1.2 - Application Guide.pdf:17: 6.3.23 Figure 9.2: Groundwater Features and -

EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:23: N41 c2 4. GROUNDWATER DATA UPTO AUGUST 2021

EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:24: N13 N30 4. GROUNDWATER DATA UPTO AUGUST 2021

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:78:water run-off, sewers, groundwater, etc. AECOM will also make recommendations for managing surface

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:79:• Details of groundwater levels in the vicinity of the site and of the risk of rising groundwater levels

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:80:• Active abstraction licences (groundwater and surface water) including location (NGR), user, and

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:80:• Aquifer status and groundwater levels;

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:80:• Comments on any issues of concern regarding water resources, both surface and groundwater, in

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:84:Areas Susceptible to Groundwater Flooding

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:84:https://data.gov.uk/dataset/groundwater-flooding-susceptibility

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:85:We have no groundwater level monitoring sites either inside the search area or within 2km of the search area (the

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:85:closest groundwater level data we hold is from a site approximately 8.2km north-north-west of the site boundary).

EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:85:The bedrock groundwater level is expected to be around the ordnance datum given the proximity to the coast.

EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:32: for water discharge activities or groundwater activities where this is required under

EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:53:3.8.533.8.52 Requirement 13 (Contaminated land and groundwater) - this is a modified

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:21: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:51:Contaminated land and groundwater

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:51:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:52: groundwater monitoring in addition to the information in Chapter 10 of the environmental

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:52: details of (but not limited to) monitoring of groundwater and surface water, appropriate

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:52: investigation of soils, groundwater or geotechnical purposes, including details of how

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:52: redundant boreholes are to be decommissioned in order to prevent risk of groundwater

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:53:scheme to deal with the contamination of land (including groundwater) which relates to any part

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:54: (i) a groundwater monitoring plan that comprises monitoring of groundwater levels and

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:54: ground investigation reports and groundwater monitoring required by requirement

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:57:environmental management plan (including the details of any approved groundwater monitoring

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:58:hydrogeological impact assessment and any further ground investigation reports and groundwater

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:189: (e) surface water and groundwater management; or

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:1:Groundwater Vulnerability

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:9:Groundwater Vulnerability Map pg 37 Yes n/a

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456200

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456450

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NW 0 1 457400

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NW 0 1 457450

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456100

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G13SW 0 1 456750

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur G1SE 0 1 456850

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NW 0 1 457400

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 455900

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 456050

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SW 0 1 457183

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G1SW 0 1 456750

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6NE 0 1 457500

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G1SE 0 1 457100

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 456150

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G1NW 0 1 456500

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NW) 0 1 456200

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SW 0 1 457183

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 456050

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 456350

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SW 0 1 457150

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SE 0 1 457550

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G10SW 0 1 457183

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6NW 0 1 457183

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur G6NE 0 1 457550

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NW 0 1 457150

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G2NW 0 1 457183

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G14SE 0 1 457750

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 456700

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G13NW 0 1 456800

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 456900

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 456200

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 456350

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SE 0 1 457500

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 456850

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur G2NW 0 1 457450

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NE 0 1 457500

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G1SW 0 1 456600

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G5SW 0 1 456600

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G5SE 0 1 456950

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur G1SE 0 1 456900

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NW 0 1 457183

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SW 0 1 457200

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 455950

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NE 0 1 457500

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6NE 0 1 457550

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 456350

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NW) 0 1 455800

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G10SE 0 1 457500

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 455900

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G9SE 0 1 456900

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G6NW 0 1 457300

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 456550

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 1 1 456400

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NE 1 1 457500

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur G6NE 12 1 457550

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur G6NE 17 1 457550

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G10SE 38 1 457700

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G5SE 40 1 456850

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G9SW 40 1 456550

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 44 1 456200

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SE 46 1 457600

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G10SE 52 1 457700

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur G1NW 77 1 456550

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G10SE 88 1 457750

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G10NE 89 1 457550

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur G10SE 95 1 457750

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 96 1 458600

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur G6SE 98 1 457650

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SE 120 1 457650

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G10SE 122 1 457750

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 137 1 455900

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur G10SE 138 1 457800

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur G6NE 143 1 457700

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SE 151 1 457700

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur G10SE 162 1 457800

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 166 1 456150

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6NE 182 1 457750

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G11SW 188 1 457850

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G11SW 191 1 457850

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6NE 192 1 457800

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6NE 203 1 457750

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SE 208 1 457750

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 211 1 455850

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 212 1 456350

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NE 218 1 457800

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6NE 222 1 457800

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G15SW 230 1 457850

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G3NW 238 1 457850

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SE 247 1 457800

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:17: Receiving Water: Soakaway - Groundwater

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:49: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:50: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:50: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:50: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:50: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:51: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:51: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:51: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:51: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:52: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:52: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:52: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:52: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:53: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:53: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:53: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:53: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:54: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:54: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:54: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:54: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:55: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:55: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:55: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:55: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:56: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:56: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:56: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:56: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:57: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:57: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:57: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:57: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:58: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:58: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:58: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:58: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:59: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:59: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:59: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:59: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:60: Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:60: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:90:Groundwater Vulnerability Map

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:91:BGS Groundwater Flooding Susceptibility

EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf:199:soil, groundwater, surface water and sediment contamination. The litigation and claims category includes provisions for matters related to, for example,

EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf:2: To name but a few, there are numerous boreholes for groundwater monitoring,

EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf:22: but a few, there are numerous boreholes for groundwater monitoring

EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf:22: and operate a groundwater monitoring system as part of their estate management. It is

EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf:32: groundwater monitoring, provided that this aspect of expenses in subclause (k) shall be a fair and

EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf:34: (e) surface water and groundwater management; or

EN010103-001990-NZT DCO 9.22 - Written Summary of ISH3 - August 2022(D5).pdf:16: o R13 Contaminated land and groundwater;

EN010103-001990-NZT DCO 9.22 - Written Summary of ISH3 - August 2022(D5).pdf:17: Requirement 13: Contaminated land and groundwater

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:9:Groundwater Vulnerability Map pg 3 Yes n/a

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SW) 0 1 455150

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456150

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456350

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 455600

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456500

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 455000

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface H4SW 0 1 456000

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level H3SE 0 1 455700

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface H4NW 0 1 455800

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (E) 0 1 456650

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456850

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456150

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface H2SE 0 1 455000

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface H3SE 0 1 455535

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (E) 0 1 456900

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SE) 0 1 456000

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level H3NE 0 1 455750

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 137 1 455850

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 143 1 455250

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level H4SW 211 1 455800

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:15: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:15: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:15: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:15: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:16: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:16: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:16: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:16: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:17: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:17: Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:17: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:25:Groundwater Vulnerability Map

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:26:BGS Groundwater Flooding Susceptibility

EN010103-002462-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA.pdf:10: (e) surface water and groundwater management; or

EN010103-000932-NZT DCO 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their Attributes.pdf:1: GROUNDWATER FEATURES AND THEIR

EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:50: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:65: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:114: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO 2

EN010103-001182-NZT EL.pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL.pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL.pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL.pdf:91: Groundwater Features and Attributes

EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:1: Subtitle 3 Groundwater at 3.6 m OD

EN010103-000013-EN010103_Scoping Opinion.pdf:26: to the potential for groundwater, surface water, sewer, tidal and

EN010103-000013-EN010103_Scoping Opinion.pdf:29: & 6.45 Drinking Water Protected Protected Areas/Safeguard Zones and licensed groundwater

EN010103-000013-EN010103_Scoping Opinion.pdf:29: licensed groundwater abstractions

EN010103-000013-EN010103_Scoping Opinion.pdf:30: receptors e.g. groundwater.

EN010103-000013-EN010103_Scoping Opinion.pdf:76:Groundwater

EN010103-000013-EN010103_Scoping Opinion.pdf:76:which are likely to affect groundwater. The Sherwood Sandstone principle aquifer

EN010103-000013-EN010103_Scoping Opinion.pdf:76:assessment of the impacts of the development on groundwater should be

EN010103-000013-EN010103_Scoping Opinion.pdf:76:development to groundwater.

EN010103-000013-EN010103_Scoping Opinion.pdf:76:offence to cause or knowingly permit a groundwater activity unless authorised by

EN010103-000013-EN010103_Scoping Opinion.pdf:76:an Environmental Permit which we will issue. A groundwater activity includes any

EN010103-000013-EN010103_Scoping Opinion.pdf:76:discharge that will result in the input of pollutants to groundwater. Some

EN010103-000013-EN010103_Scoping Opinion.pdf:76:https://www.gov.uk/guidance/discharges-to-surface-water-and-groundwater-

EN010103-000013-EN010103_Scoping Opinion.pdf:133:surrounding land, watercourses, surface and groundwater, and drinking water supplies

EN010103-000013-EN010103_Scoping Opinion.pdf:135: should assess the potential off-site effects of emissions to groundwater (e.g. on aquifers

EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:50: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:66: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:119: Construction Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction

EN010103-001727-DLA Piper UK LLP - Written Representations (WRs), including summaries of all WRs exceeding 1500 words 1.pdf:36: (e) water management (surface water and groundwater); or

EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:21: 6.3.23 Figure 9.2: Groundwater - April 2022 –

EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:11: at D4 to include additional groundwater monitoring in a wider range of locations, including in previously investigated

EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:13: contamination and groundwater and will provide a response at Deadline 6. The Applicants are continuing dialogue

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:5: emissions to air, soil, surface and groundwater, to the

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:28:Resources, 10 - Geology, Hydrogeology and Investigation and testing followed by a Quantitative 13: Contaminated land and groundwater requirement

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:28:Resources ground development within strata where groundwater 13: Contaminated land and groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:28: groundwater flooding to underground structures as is

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:30:Contaminated Land, ES Appendices 5A - Framework Development, ground investigation will be required as 13: Contaminated land and groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:30: Standards Institution, 2014). Groundwater level

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:30:Contaminated Land part of future ground investigation works to a allow 13: Contaminated land and groundwater requirement

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:31:Contaminated Land contamination will be risk-based and will develop upon 13: Contaminated land and groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:31: National Groundwater & Contaminated Land Centre

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: Where contaminated soils and elevated groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: groundwater monitoring. If piling is required, low noise

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32:Contaminated Land contamination is found which has not been previously 13: Contaminated land and groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32:Contaminated Land assessed as part of the proposed ground investigation 13: Contaminated land and groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:34: groundwater - a groundwater quality monitoring plan

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:35: achieving an earthworks balance. The suitability of 13: Contaminated land and groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:63: be used. Any significant groundwater dewatering

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:64: save for geotechnical surveys and other investigations 13: Contaminated Land and Groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:65: including groundwater, which is likely to cause 16: Construction Environmental Management Plan

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:65:Assessment contamination is found which has not been previously 13: Contaminated Land and Groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:66: with unexpected soil or groundwater contamination 13: Contaminated Land and Groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:66: form of treating/ remediating any contamination 13: Contaminated Land and Groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:67: will be governed by either a Materials Management 13: Contaminated Land and Groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:67: excavated materials off site as waste, the material will 13: Contaminated Land and Groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:68: isolated ‘hotspots’ of contamination and/or potential 13: Contaminated Land and Groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:68: transferred and contaminating other soils or water, 13: Contaminated Land and Groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:69: permit’ a water discharge activity or groundwater

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:85: ground development within strata where groundwater 12: Flood Risk Mitigation

EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:85: be required to reduce the risk of groundwater flooding

EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:18: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:45:Contaminated land and groundwater

EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:45:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:46:with the contamination of land (including groundwater) which relates to any part of Work Nos. 1,

EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:157: (e) surface water and groundwater management; or

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:20: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:50:Contaminated land and groundwater

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:50:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:51: ground investigation reports and groundwater monitoring in addition to the information in

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:51: investigation of soils, groundwater or geotechnical purposes, including details of how

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:51: redundant boreholes are to be decommissioned in order to prevent risk of groundwater

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:52:scheme to deal with the contamination of land (including groundwater) which relates to any part

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:53: (i) a groundwater monitoring plan that comprises monitoring of groundwater levels and

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:53: ground investigation reports and groundwater monitoring required by requirement

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:56:environmental management plan (including the details of any approved groundwater monitoring

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:57:hydrogeological impact assessment and any further ground investigation reports and groundwater

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:168: (e) surface water and groundwater management; or

EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf:18: 6.3.23 Figure 9.2: Groundwater - April 2022 –

EN010103-002527-NZT DCO 2.1f - Schedule of Changes to DCO - Nov 2022 (D12).pdf:4: plan must include monitoring of groundwater and surface water, and appropriate

EN010103-002356-NZT ISH5 S2.pdf:2:to raise was requirements 13 contaminated land and groundwater.

EN010103-002356-NZT ISH5 S2.pdf:4:grounds work, groundwater monitoring

EN010103-002356-NZT ISH5 S2.pdf:4:the latest version of the DCO rep hates to blow too It includes 16 to one reference to the groundwater

EN010103-002356-NZT ISH5 S2.pdf:4:groundwater monitoring and grantee investigation reports. So I suppose my question to you is how

EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:21: 6.3.23 Figure 9.2: Groundwater - April 2022 –

EN010103-001386-NZTDCO 6.3.45 Rev 2 ES Addendum Vol II Figure 10-19 Flood Susceptibility.pdf:1: Limited Potential for Groundwater Flooding

EN010103-001386-NZTDCO 6.3.45 Rev 2 ES Addendum Vol II Figure 10-19 Flood Susceptibility.pdf:1: Potential for Groundwater Flooding of

EN010103-001386-NZTDCO 6.3.45 Rev 2 ES Addendum Vol II Figure 10-19 Flood Susceptibility.pdf:1: Potential for Groundwater Flooding to

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:20: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:50:Contaminated land and groundwater

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:50:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:51: investigation reports and groundwater monitoring in addition to the information in Chapter

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:51: investigation of soils, groundwater or geotechnical purposes, including details of how

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:51: redundant boreholes are to be decommissioned in order to prevent risk of groundwater

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:52:with the contamination of land (including groundwater) which relates to any part of Work Nos. 1,

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:53: (i) a groundwater monitoring plan that comprises monitoring of groundwater levels and

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:53: ground investigation reports and groundwater monitoring required by requirement 13(2)(f);

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:56:environmental management plan (including the details of any approved groundwater monitoring

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:56:hydrogeological impact assessment and any further ground investigation reports and groundwater

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:175: (e) surface water and groundwater management; or

EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:50: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:65: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:117: Construction Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction

EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:102: 5.1.3 Requirement no. 13: Contaminated land and groundwater

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:1:Groundwater Vulnerability

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:10:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:10:Groundwater Vulnerability Map pg 27 Yes n/a

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:10:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:10:Groundwater Vulnerability - Local Information n/a

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 456800

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456900

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 455850

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 0 1 455900

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 457150

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 455250

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456700

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 455100

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 457000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 456050

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456400

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 456000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456300

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 457100

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NE) 0 1 457150

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C14SE 0 1 455000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456550

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C15NW 0 1 455450

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456700

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456550

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456600

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456700

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 456850

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 457000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 457100

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 455900

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456300

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C8NW 0 1 456000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C8NE 0 1 456200

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C11SE 0 1 455550

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C6NE 0 1 454950

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C7SW 0 1 455150

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C7NE 0 1 455500

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur C7NW 0 1 455400

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C11NE 0 1 455558

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C8NW 0 1 456100

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10SE 0 1 455050

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10SE 0 1 455100

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C7NE 0 1 455500

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C8NE 0 1 456300

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C11SW 0 1 455350

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10SE 0 1 455050

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C14NE 0 1 455000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C15SW 0 1 455300

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C10SE 0 1 455000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C2NE 0 1 455000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C11SE 0 1 455558

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C6SE 0 1 455100

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C8NE 0 1 456150

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C7NW 0 1 455400

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C7SW 0 1 455250

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C11SE 0 1 455550

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C11SE 0 1 455650

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 457050

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C11SW 0 1 455450

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C7SE 0 1 455550

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C7NW 0 1 455400

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C8NW 0 1 455950

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10SE 1 1 455000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10NE 14 1 454850

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 40 1 456800

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 44 1 456100

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10SE 49 1 455000

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 77 1 456550

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C6NE 80 1 454850

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10SW 119 1 454700

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C6SE 142 1 454800

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C6NW 230 1 454700

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C10NW 230 1 454500

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level C6SW 242 1 454700

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:17: Flooding Type: Potential for Groundwater Flooding to Occur at Surface C6SW 247 1 454700

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:25: Discharge Type: Miscellaneous Discharges - Mine / Groundwater As Raised

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:26: Discharge Type: Miscellaneous Discharges - Mine / Groundwater As Raised

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:39: Source: Groundwater

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:40: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:40: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:40: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:40: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:41: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:41: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:41: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:41: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:42: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:42: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:42: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:42: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:43: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:43: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:43: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:43: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:44: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:44: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:44: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:44: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:45: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:45: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:45: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:45: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:46: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:46: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:46: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:46: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:47: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:47: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:47: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:47: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:48: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:48: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:48: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:48: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:49: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:49: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:49: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:49: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:50: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:50: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:50: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:50: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:51: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:51: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:51: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:51: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:52: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:52: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:52: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:52: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:53: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:53: Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:53: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:99:Groundwater Vulnerability Map

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:100:BGS Groundwater Flooding Susceptibility

EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:17:3.3.15 There are no Groundwater Dependent Terrestrial Ecosystems or Source

EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:34:  increase in surface water run-off and groundwater flood risk.

EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:35:  increase in surface water and groundwater flood risk; and

EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:36:  impacts to soil quality, groundwater and watercourses, which could

EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:36: be needed for the operational Site, potential impacts to soil and groundwater

EN010103-002340-NZT - Final Agendas and ASI2 Oct 2022.pdf:5: o R13 Contaminated land and groundwater

EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:18: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:45:Contaminated land and groundwater

EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:45:with the contamination of land, including groundwater, which is likely to cause significant harm to

EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:45: (5) Any scheme to deal with the contamination of land (including groundwater) which relates to

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:1:Groundwater Vulnerability

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:9:Groundwater Vulnerability Map pg 33 Yes n/a

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 0 1 450300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 452150

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 449000

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 448600

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 448850

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 449050

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 0 1 450150

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 0 1 450000

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 0 1 450200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 452200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 451300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 451450

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 451750

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 448450

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 448750

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 451100

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 448500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 449300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 448550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 449250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 449300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 0 1 448650

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 0 1 450250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 451500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 451050

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 452400

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B9NE 0 1 449400

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B11SW 0 1 450422

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B11SW 0 1 450500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B15NW 0 1 450422

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16SW 0 1 451400

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B16SW 0 1 451200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B8NW 0 1 451300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452050

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B12SW 0 1 451150

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B12NE 0 1 451550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452150

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B7NW 0 1 450600

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B7NE 0 1 450750

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B12SW 0 1 451200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B9NW 0 1 449250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B10NW 0 1 449750

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur B12NW 0 1 451100

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 452200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B16NW 0 1 451250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 451850

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (E) 0 1 452300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B7NW 0 1 450550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B16SW 0 1 451300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur B13SE 0 1 449700

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur B15SE 0 1 450800

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16SW 0 1 451250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16SW 0 1 451250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur B9NW 0 1 449150

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NW 0 1 451100

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NE 0 1 451550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 452200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16SE 0 1 451500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B12SW 0 1 451250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur B10NE 0 1 450300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur B12NW 0 1 451400

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B12NE 0 1 451450

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur B12NE 0 1 451500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur B11NE 0 1 451000

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B6NW 0 1 450000

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B11SW 0 1 450422

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NE 0 1 451500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NE 0 1 451700

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B12NE 0 1 451500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur B12NE 0 1 451550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B12NE 0 1 451650

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B12NE 0 1 451650

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B6NW 0 1 449900

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B6SE 0 1 450250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur B14SE 0 1 450200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16SW 0 1 451300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur B9SE 0 1 449500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16SE 0 1 451650

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur B9SE 0 1 449550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur B11NW 0 1 450550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B5NE 0 1 449650

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B10SW 0 1 450000

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B10SE 0 1 450300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur B7NW 0 1 450500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur B10NW 0 1 450000

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur B11NW 0 1 450422

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur B11NW 0 1 450422

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16SW 0 1 451200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (E) 0 1 452350

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur B9NE 0 1 449550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 448900

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur B13NE 0 1 449550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur B14NW 0 1 449800

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NW 0 1 451150

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 452100

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur B11NE 0 1 451000

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B15NE 0 1 451050

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NE 0 1 451500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NE 0 1 451550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur B11NW 0 1 450550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B12NE 0 1 451500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur B12NE 0 1 451700

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 451900

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B7NW 0 1 450550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B8NW 0 1 451100

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B12SW 0 1 451400

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur B7NW 0 1 450600

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 452250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B7SW 18 1 450700

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 21 1 448900

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B7NE 28 1 450800

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 43 1 450200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 47 1 450000

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 48 1 449950

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 55 1 448700

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B8NW 65 1 451250

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 83 1 450650

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 91 1 450300

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur B8NE 111 1 451550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 112 1 449200

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 124 1 448450

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 134 1 450550

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 156 1 448500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:19: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:19: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 178 1 448800

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:19: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:19: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 206 1 449500

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:19: BGS Groundwater Flooding Susceptibility

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:19: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B6SW 217 1 450050

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:38: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:38: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:39: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:39: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:39: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:39: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:40: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:40: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:40: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:40: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:41: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:41: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:41: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:41: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:42: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:42: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:42: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:42: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:43: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:43: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:43: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:43: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:44: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:44: Source: Groundwater

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:45: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:45: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:45: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:46: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:46: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:46: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:46: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:47: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:47: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:47: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:47: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:48: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:48: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:48: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:48: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:49: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:49: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:49: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:49: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:50: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:50: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:50: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:50: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:51: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:51: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:51: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:51: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:52: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:52: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:52: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:52: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:53: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:53: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:53: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:53: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:54: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:54: Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:54: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:124:Groundwater Vulnerability Map

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:125:BGS Groundwater Flooding Susceptibility

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:5: 6.1.4 Ground gas and groundwater monitoring and sampling ……………………………………………………….. 29

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:5: 6.4.1 Ground gas/groundwater standpipe ………………………………………………………………………………….. 32

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:5: 6.4.3 Ground gas and groundwater level monitoring ……………………………………………………………………. 35

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:5: 6.4.4 Downhole groundwater level diver monitoring …………………………………………………………………….. 35

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:6: 6.6.2.2 Groundwater Quality ……………………………………………………………………………………………………….. 37

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:6: 8.1 Groundwater occurrence, flow and levels …………………………………………………………………………… 50

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:6: 8.2 Groundwater flow and level monitoring………………………………………………………………………………. 50

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:6: 8.7 Groundwater Quality Electrical Conductivity ……………………………………………………………………….. 56

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:6:10. Soil and groundwater chemistry ………………………………………………………………………………………………….. 81

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:7: 10.5 Summary of risk to groundwater quality……………………………………………………………………………… 88

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:7: 14.1.2 Excavatability and Groundwater Control…………………………………………………………………………… 101

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:7: 16.4 Ground and Groundwater Conditions ………………………………………………………………………………. 118

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:8:20. Appendix C Groundwater Figures …………………………………………………………………………………………….. 126

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:8: 24.5.1 G.5.1 Groundwater Sampling Test Results (Tier 2 Screening) …………………………………………….. 174

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:8: 24.6 G.6 Risk to Groundwater ……………………………………………………………………………………………….. 185

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:8: 24.6.1 G.6.1 Groundwater Sampling Test Results (Tier 2 Screening) …………………………………………….. 185

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.2a&b Groundwater level contour (Tidal Flat Deposits) ……………………………………………………………….. 128

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.3a&b Groundwater level contour (Mudstone)……………………………………………………………………………. 129

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.4 Made Ground Groundwater Level Monitoring Data for the Period June 2021 – November 2021 …… 130

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.5 Tidal Sand Groundwater Level Monitoring Data for the Period June 2021 – November 2021 ……….. 131

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.6 Combined Tidal Sand and Tidal Clay Groundwater Level Monitoring Data for the Period June 2021 –

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.7 Tidal Clay Groundwater Level Monitoring Data for the Period June 2021 – November 2021 ………… 133

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.8 Glacial Till Groundwater Level Monitoring Data for the Period June 2021 – November 2021 ………… 134

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.9 Mudstone Groundwater Level Monitoring Data for the Period June 2021 – November 2021 ………… 135

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.10 Made Ground – Average Groundwater Level for the Period June 2021 – November 2021 …………. 136

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.11 Tidal Sand – Average Groundwater Level for the Period June 2021 – November 2021………………. 137

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.12 Tidal Clay – Average Groundwater Level for the Period June 2021 – November 2021……………….. 138

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.13 Glacial Till – Average Groundwater Level for the Period June 2021 – November 2021 ………………. 139

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.14 Mudstone – Average Groundwater Level for the Period June 2021 – November 2021……………….. 140

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.15 Groundwater Level variation in the Geological Units as Recorded at LFBH02 for the Period June

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.16 Groundwater Level in the Geological Units as Recorded at MSBH02 for the Period June 2021 –

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.17 Groundwater Level in the Geological Units as Recorded at MSBH06 for the Period June 2021 –

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.18 Groundwater Level in the Geological Units as Recorded at MSBH10 for the Period June 2021 –

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.19 Groundwater Level in the Geological Units as Recorded at MSBH16 for the Period June 2021 –

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.20 Average Electircal Conductivitiy of Groundwater in the Made Ground for the Period August 2021 –

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.21A Average Electircal Conductivitiy of Groundwater in the Tidal Sands Deposits for the Period August

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.22B Average Electircal Conductivitiy of Groundwater in the Tidal Sands Deposits for the Period August

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:9:Figure 8.23 Average Electircal Conductivitiy of Groundwater in the Mudstone for the Period August 2021 –

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Figure G.1 Previous Soil Leachate and Groundwater Screening Hazard Plot (CH2M HILL 2017 and AEG 2018

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Figure G.2 Groundwater Screening exceedances against EQS Screening Criteria and fluoranthene and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Figure G.3 Cyanide exceedances in groundwater monitoring Round 2 and 3 versus Round 1

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Figure G.4 Groundwater screening exceedances against DWS Screening Criteria and thiocyanate

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Table 6-4 Summary of Gas/Groundwater Standpipe Construction …………………………………………………………….. 33

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Table 6-9 Summary of Geo-environmental Groundwater Laboratory Testing ………………………………………………. 37

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Table 8-1 Summary of the 1st , 2nd and 3rd Rounds of the Groundwater Level Monitoring Data ……………………… 52

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.1 Summary Groundwater monitoring Locations

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.2 Summary Groundwater Exceedances (EQS) – Round 1

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.3 Groundwater EQS Exceedance Summary (Rounds 2 & 3)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.4 Summary Groundwater Exceedance Determinands Stratum Comparison (EQS) – Round 1 to 3

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.8 Summary Groundwater Exceedances (DWS) – Round 1

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:12:Table G.9 Summary Groundwater Exceedances (DWS) – Round 2 and 3Table G.10 Summary Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:14:GWL Groundwater Level

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18:associated soil, rock and groundwater laboratory testing. This GIR includes three rounds of groundwater level

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: expansivity will be impacted by a number of variables such as groundwater, surface area of the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: soils collapse settlement due to a change in loading and changes to the groundwater regime.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: Shallow groundwater The presence of shallow groundwater levels may pose a risk to intrusive works.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: Groundwater readings from three monitoring rounds undertaken between July and November

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: 2021 indicated that groundwater is present in all geological units beneath the site. In the Made

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: Ground and Tidal Flat Deposits, the static groundwater level varies between 2.79 and 4.21m OD

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: and 1.88 and 3.84m OD, respectively. In the Glacial Till, the piezometric groundwater level varies

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: between 2.15 and 5.53 m OD. While in the Mudstone, the piezometric groundwater level varies

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: between 0.97 and 4.67m OD. The groundwater level readings suggest hydraulic continuity

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: between groundwater in the Made Ground and the underlying Tidal Flat Deposits. However, the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: Glacial Till does not appear to be in hydraulic continuity with groundwater in the overlying Tidal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: the Tidal Flat Deposits and the underlying Mudstone. The average groundwater level in the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: Groundwater monitoring (quality and water levels) for at least another 12 months is recommended

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: to establish adequate baseline groundwater conditions and tidal and seasonal variational effects.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: health and groundwater, amongst other receptors, if not properly mitigated.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: Groundwater Groundwater sampling and monitoring by others indicated a potential for groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: the ground may release contaminated leachate into groundwater by creating new pathways.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: Based on the groundwater quality analyses results for samples taken from the site, exceedances

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: in the groundwater are unlikely to result in harm or damage to potable groundwater and/or surface

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: groundwater electrical conductivity measurements from the site indicated the presence of saline

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: Key contaminants identified within the groundwater at the site are fluoranthene, naphthalene,

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: groundwater were generally in the central and northern areas of the Main Site. However, the more

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: prevalent concentrations of naphthalene within the groundwater were only observed greater than

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: concentration of cyanide detected in groundwater was also in the south of the Main Site, within

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: Although the groundwater quality beneath the Site is unlikely to pose a significant risk to surface

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: water as per the findings of the GQRA, the potential for migration of groundwater off site (to the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: groundwater would remain low, despite of the lack of confirmatory groundwater information in this

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:20: Perched, confined groundwater heavily contaminated with hydrocarbons may be encountered on

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:23: • Review of groundwater strikes recorded during ground investigation site works, details of groundwater/gas

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:24:The comments made on groundwater conditions are based on observations made during site work and during a

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:24:subsequent limited monitoring programme. It should be noted that groundwater levels may vary due to seasonal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:29:The hydrogeological condition of the site, including the groundwater conditions and classification of the water-

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:29:bearing zones (aquifer), is discussed in Section 8. Findings from the groundwater level monitoring and quality are

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:29:also discussed in Section 8. The chemistry of the groundwater data collected as part of the ground investigation

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:30:the site. Intrusive field works were undertaken from 17th May to 13th July 2021. Gas and groundwater monitoring

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:30:6.1.4 Ground gas and groundwater monitoring and sampling

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:30:• 3 rounds of ground gas and groundwater monitoring; and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:30:• 3 rounds of groundwater sampling.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:31:• Determine the aggressiveness of the soils and groundwater to buried concrete and steel; and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:31:• Enabling sampling and subsequent environmental testing of soils and groundwater to inform the Conceptual

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:31: the future design in terms of excavated materials management and ongoing groundwater and ground gas

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:32:• Groundwater.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:32:Groundwater samples were collected as part of the post-fieldwork monitoring programme. A single groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:33:• Dual/single gas/groundwater standpipe (including downhole groundwater level diver where specified); or

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:33:6.4.1 Ground gas/groundwater standpipe

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:33:A summary of gas/groundwater standpipe construction is provided in Table 6-4.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34:Table 6-4 Summary of Gas/Groundwater Standpipe Construction

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: From To (m Seal Seal To From (m bgl) To (m bgl) Zone From Zone To Strata Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH03D / Groundwater 23.50 24.50 N/A N/A 25.50 28.50 24.50 29.10 RMF (a3) 28.50

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34:MS\BH04 MS\BH04S / Groundwater 0.60 1.60 6.10 7.10 2.00 5.00 1.60 6.10 TFD (c2)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH04D / Groundwater 12.10 13.75 21.50 22.60 15.00 18.00 13.75 21.50 Lacustrine

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34:MS\BH05 MS\BH05S / Groundwater 4.00 5.00 13.50 14.70 6.50 12.50 5.00 13.50 TFD (c2) 12.00

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH05D / Groundwater 13.50 14.70 N/A N/A 23.50 29.90 21.50 31.00 RMF (a3)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH07D / Groundwater 4.65 5.70 8.50 9.50 5.80 7.30 5.70 8.50 TFD (c2) 6.80

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH08D / Groundwater 10.20 11.20 13.40 14.40 11.30 13.30 11.20 13.40 TFD (c2)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH09D / Groundwater 4.60 5.60 9.00 10.00 5.70 8.70 5.60 9.00 TFD (c2)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH11D / Groundwater 4.50 5.50 11.5 14.70 7.00 11.40 6.90 11.50 TFD (c2)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34:MS\BH12 MS\BH12S / Groundwater 16.65 18.10 20.60 21.60 18.20 20.50 18.10 20.60 Glacial Till (b1) & 20.00

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH12D / Groundwater 20.60 21.60 34.60 35.60 30.70 34.50 30.60 34.60 RMF (a3)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34:MS\BH13 MS\BH13S / Groundwater 2.90 5.70 10.30 11.70 6.50 9.50 5.70 10.30 TFD (c2 & c1)5 9.00

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH13D / Groundwater 14.80 15.80 N/A N/A 17.00 20.00 15.80 20.20 RMF (a3)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34:MS\BH14 MS\BH14 / Groundwater 3.50 4.50 8.50 9.50 5.00 8.00 4.50 8.50 TFD (c2) 7.50

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:34: MS\BH15D / Groundwater 5.30 6.30 12.80 14.70 9.00 12.00 6.30 12.80 TFD (c2)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:35: From To (m Seal Seal To From (m bgl) To (m bgl) Zone From Zone To Strata Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:35: MS\BH17D / Groundwater 17.20 18.20 N/A N/A 18.50 20.00 18.20 20.00 RMF (a3)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:35:LF\BH01 LF\BH01S / Groundwater 3.00 4.00 8.20 9.20 5.10 8.10 4.00 8.20 TFD (c2) 8.00

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:35: LF\BH01D / Groundwater 33.00 34.00 N/A N/A 35.00 38.00 34.00 38.60 RMF (a3)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:35:Filter material comprised 2-4mm clean washed filter sand, with the exception of BH12D where 10mm clean washed shingle was used. Downhole groundwater level divers were

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:6.4.3 Ground gas and groundwater level monitoring

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:ground gas and groundwater monitoring round. Well development in line with the AECOM GI Specification was

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:Three rounds of post-fieldwork ground gas and groundwater monitoring have been undertaken between 9th August

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:Variable head permeability testing was undertaken on selected wells during the 2nd gas and groundwater monitoring

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:The results of ground gas and groundwater monitoring are further discussed in Appendix H and Section 8

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:6.4.4 Downhole groundwater level diver monitoring

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:Downhole groundwater level divers were installed in 7 borehole installations, details of which are presented in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:Data from the downhole groundwater level divers were downloaded on a monthly basis and the results are further

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:37: Figure in brackets represents number of tests undertaken on groundwater samples.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:of strata encountered across the site. The range of testing undertaken on soil and groundwater samples are

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:6.6.2.2 Groundwater Quality

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:Three groundwater sampling rounds have been completed.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:Table 6-9 summarises the groundwater laboratory testing.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:38:Table 6-9 Summary of Geo-environmental Groundwater Laboratory Testing

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:39:2021, all standpipes (including those only intended for groundwater monitoring) were monitored for ground gas.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:40:proved as part of previous phases of GI, standard penetration test (SPT) data along with groundwater strikes, rises

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:40:and the maximum groundwater levels recorded in the standpipe piezometers during one post site works monitoring

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:48: groundwater.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:8.1 Groundwater occurrence, flow and levels

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:Groundwater level measurements taken from a number of boreholes, vibrating wire piezometers and standpipe

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:strategic locations across the site, as shown in Figure 8.1, have been used to determine the groundwater conditions

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:time groundwater level data across the site from the different geological units. The data from the divers and vibrating

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:gauge factor calculations from instrument base readings indicate slightly higher groundwater levels. These have

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:been conservatively adopted on the groundwater level interpretation discussed in this section. Three rounds of the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:groundwater level monitoring data from the VWP, divers and manual dip standpipe piezometers data covering the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:8.2 Groundwater flow and level monitoring

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:The groundwater level monitoring data (hereafter referred to as “groundwater data” or the “data”) obtained from

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:the boreholes and piezometers show that groundwater is present in all the geological units, as discussed in Section

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:5.4 and summarised in Table 5-1. The data also show that groundwater flow across the site is generally from South-

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:and manual dip water level data indicates a potential reversal in the hydraulic gradient/groundwater flow direction

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:from northeast to southwest. The data also indicated a groundwater level depression in the Tidal Flat Deposits

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:plot shown in Figure 8.2a. However, there is insufficient data to ascertain this contrasting groundwater flow

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:not show the groundwater level reversal or depression. The cause of this contrasting hydraulic gradient from

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:groundwater levels to be locally influenced by potential seawater intrusion/increased water pressure head due to

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:presence of a potential groundwater level mound within the Mudstone around the central area of the site with a

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:of the manual dip water level data alone does not show the groundwater level mound.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:Figure 8.2 (a & b) Average Groundwater Level (m OD) Contours Plots within the Tidal Flats Deposits

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:Figure 8.3 (a & b) Groundwater Level Contours Plots within the Redcar (Mudstone)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:Table 8-1 summarises the average, maximum and minimum groundwater level and depth recorded from the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:boreholes and piezometers. Figure 8.4 to Figure 8.9 show the first, second and third rounds of the groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:groundwater level (m OD) measurements recorded from each borehole and piezometer over the monitoring period

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:(June 2021 to November 2021) as summarised below. Figure 8.15 to Figure 8.19 provide groundwater level

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:three rounds, the average groundwater level and depth recorded from the Made Ground ranges between 3.15m

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:OD and 3.93m OD (4.71m bgl and 3.83m bgl) with a maximum groundwater level of 4.21m OD (4.18m bgl) recorded

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:in MS\BH16 located in the southeast quadrant of the site, see Figure 8.4. The observed groundwater level data

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:from the Made Ground indicated groundwater flow is from southwest to northeast at a natural hydraulic gradient of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:Ground across the site. Based on the data from all three rounds, the average groundwater levels and depths in the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:TFD Sand (c2) across the site range between 1.97m OD and 3.61m OD, with a maximum groundwater level of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:Figure 8.7, the groundwater level in the TFD Clay (c1) showed very similar groundwater conditions (see Figure 8.5)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:Glacial Till: Glacial Till (b1) is present across the site below the Tidal Flat Deposits. The groundwater level in the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:Glacial Till (b1) suggests a slightly higher (about 0.5m - 1m higher) groundwater level compared to levels recorded

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:in the other formations, see Figure 8.8. Based on the data from all three rounds, the average groundwater level in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:the Glacial Till (b1) ranges between 2.73m OD and 5.07m OD with a maximum groundwater level of 5.53m OD

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:gradient/groundwater flow from northeast to southwest as discussed above. Comparing the groundwater hydraulic

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:head in the Glacial Till and that of the Tidal Flat Deposits over the monitoring period, groundwater flow in the Glacial

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:Till is more likely to be vertical. However, there is insufficient long-term monitoring data to ascertain this groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:53:classified the Mudstone as a Secondary (B) aquifer (see Table 8-2). Figure 8.9 shows that groundwater in the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:53:Mudstone appears to be confined by the overlying Glacial Till. Average piezometric groundwater levels and depths

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:53:in the Mudstone across the site ranges between 2.82m OD and 4.53m OD, with a maximum groundwater level of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:53:Table 8-1 Summary of the 1st , 2nd and 3rd Rounds of the Groundwater Level Monitoring Data

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:53:Borehole Recording Instrument Groundwater level

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:54:In terms of hydraulic continuity of groundwater between the different geological units, the groundwater data suggest

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:54:possible hydraulic continuity between groundwater in the Made Ground (d) and the Tidal Flat Deposits (both Tidal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:54:Groundwater in the Glacial Till does not appear to be in hydraulic continuity with groundwater in the overlying Tidal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:54:Flats and the underlying Secondary (B) bedrock aquifer. The data indicates groundwater in the Mudstone is unlikely

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:54:to be in hydraulic continuity with the overlying Glacial Till. The average groundwater level in the Mudstone is

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:55:Table 8-4 presents the groundwater levels recorded from the manual dip measurements in the standpipe

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:55:Exploratory Round 1 Round 2 Round 3 Response Zone Groundwater Level

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:56:Exploratory Round 1 Round 2 Round 3 Response Zone Groundwater Level

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:Studies have shown that ocean tides can daily affect groundwater level fluctuation in coastal aquifers, particularly

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:on the groundwater level monitoring measurements over the monitoring periods have been assessed using tidal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:water depth. However, the influence of such data can still be reflected on continuous or shorter interval groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:groundwater level plots presented in Figures 8.4 to Figure 8.14, it is noted that the fluctuations in the tidal data are

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:not reflected in any of the groundwater level plots, suggesting no short-term tidal effects in the groundwater level

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:Continuation of groundwater quality and level monitoring is recommended to continue evaluating seasonal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:Groundwater level measurement has been recovered over a three-month monitoring period. This period has proved

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:insufficient to establish any seasonal variability of the groundwater level. However, it is understood that bp proposes

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:monitoring groundwater levels at the site for a minimum of 12 months to establish seasonal variability. A review of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:8.7 Groundwater Quality Electrical Conductivity

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:Electrical Conductivity (EC) values of the groundwater in each geological unit were measured in-situ from selected

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:groundwater. The range of average EC values measured in the groundwater from each geological unit is as

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:interface and groundwater flow in a multilayered coastal aquifer on volcanic island (Jeju Island, Korea). J Hydrol 330:525–542

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:57:groundwater at a multilayered coastal aquifer: Jeju Island, Korea. Hydrol Process 22:3724–3733

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:58:Tidal Flat Sand Deposits and Made Ground: The average EC values measured in groundwater within the TFD

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:58:and Made Ground are relatively similar and indicate EC of groundwater recharged by precipitation near an ocean

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:58:groundwater within the Mudstone at these locations.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:58:insufficient to establish the long-term average EC and any potential trend/changes in the groundwater EC that is

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:74:groundwater pressures during drilling and ‘blowing’ at the base of the exploratory holes. Geotechnical properties

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:75:contact with soil and groundwater at a site is classified based on the sulfate content expressed as SO4, mobility of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:75:groundwater, the acidity and form of concrete. Water soluble sulfate and pH determinations were undertaken on

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:75:83 soil and 13 groundwater samples. The results of the BRE testing are summarised in Table 9-12.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:76: Soil Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:76:3. Standpipe installations screened across multiple Made Ground subdivisions. As a result, groundwater results for Made Ground have been considered as one unit.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:77:Groundwater samples were collected across the site from standpipe installations screened in Made Ground, Tidal Flat

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:79:as the open texture of the Made Ground allows surface water infiltration, and groundwater movement as confirmed by the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:82:10. Soil and groundwater chemistry

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:82:Soil and groundwater samples were obtained during the 2021 preliminary ground investigation with a selection

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:82:Groundwater samples have been obtained from monitoring wells installed within the Made Ground, Tidal Flat

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:82:However, no groundwater monitoring boreholes were drilled within this area of the site as part of the previous

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:82:The area of the Main Site where groundwater monitoring wells are absent is presented in Figure 10-1 below.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:83:particular fluoranthene and naphthalene) and thiocyanate in groundwater which exceeded screening criteria

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:83:protective of controlled waters. Metals were also present in soil leachate and groundwater. However, these were

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:Based on the samples obtained from the NZT GI (AEG, 2022), an assessment of the soils and groundwater beneath

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:In general, concentrations of contaminants within the soil and groundwater are low based on the industrial uses of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:no down gradient boreholes to allow assessment of potential migration of groundwater off site. Therefore,

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:exceedances of EC in groundwater and soil leachate, the magnitude of exceedances in relation to the EC, the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:surface waters and groundwater is considered to be low. However, further ground investigation assessment would

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:It is likely that perched, confined groundwater heavily contaminated with hydrocarbons may be encountered on

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:during groundworks. It should also be noted that the groundwater is also at a high pH and should be considered

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:Fluoranthene in the groundwater and soil leachate was regarded as the most widespread contaminant noted to

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:in 54% of the groundwater samples in tested in Round 1 and 66% of the soil leachates. However, this was notably

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:reduced in Rounds 2 and 3 where only 18% of the groundwater samples exceeded. The distribution of the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:groundwater sample exceedances for Round 1 is presented in Figure G.2 in Appendix G. The greatest

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:85:concentration of fluoranthene in groundwater is located in the south of the Site (MS\BH14) in the proposed

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:more recently possibly a former filling station, at MS\TP06 contamination was observed within groundwater ingress.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:sorbed phase. This is compared to the highest concentration of fluoranthene detected in the groundwater beneath

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:The PAH concentrations identified in the groundwater are generally consistent with the previous ground

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:Naphthalene was only noted within the groundwater from MS\BH15D (Tidal Flat Deposits) in the southwest of the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:The location of the naphthalene groundwater exceedance is consistent with the findings of the previous

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:naphthalene in this area is the result of an off-site source (migrating onto the site due to groundwater flow being in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:Although there is a potential source of naphthalene present in the groundwater, it is unlikely to impact surface

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:Flat Deposits soils at this location. Ethylbenzene did exceed in the groundwater at MS\BH04(D) in Round 2 only

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:(protective of groundwater quality) in MS\BH03(D) (Redcar Mudstone Formation) and within MS\BH05 (S and D)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:86:the concentrations observed in the groundwater at the two locations within the Tidal Flats Deposits were an order

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:this area, at MS\TP06 contamination was observed within groundwater ingress. A brown iridescent appearance

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:groundwater of 3,500µg/l in MS\BH03.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:The cyanide concentrations detected in groundwater are noted to be generally site wide, with the lowest

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:Round 1 groundwater sample analysis within all groundwater strata. This is primarily due to a lower detection limit

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:With regard to the risk to groundwater quality thiocyanate in groundwater was detected at concentrations at the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:detected in groundwater were less than 0.25mg/l. The greatest concentrations were recorded in MS\BH13 Tidal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:at the Site. The concentration range of thiocyanate in groundwater recorded during Round 1 across the Site is

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:Ammoniacal nitrogen in groundwater exceeded the EQS screening value in all but two samples during the three

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:87:and 56% of the samples less than 2.1 mg/l (2 orders of magnitude of the EQS). The distribution of the groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:southern area of the Main Site. Slightly elevated concentrations are noted within the Made Ground groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:groundwater at a number of locations, the unionised form may comprise a significant proportion of the total

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:November 2021. As with ammoniacal nitrogen, further groundwater monitoring may provide more information on

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:With regards the potential risk to surface water, exceedances of the EC EQS were identified in the groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:semi volatile compound bis(2-ethylhexyl)phthalate was also detected. These were detected within the groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:88:groundwater beneath the Site.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:Phenol and pentachlorophenol were detected in groundwater above the EQS screening value only within the Tidal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:On the basis of the limited exceedances of EQS in groundwater and soil leachate, the magnitude of exceedances

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:considered that the soil and groundwater quality beneath the Site is unlikely to pose a significant risk to surface

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:10.5 Summary of risk to groundwater quality

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:has been a general overall slight increase in ammoniacal nitrogen, thiocyanate and sulfate within the groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:potable water in the future. This is reaffirmed in that the site is not within or near a groundwater source protection

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:89:Therefore, the exceedances in the groundwater or soil leachate described above are unlikely to result in harm or

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:90:Based on the groundwater levels recorded within the monitoring wells during the monitoring events, the Made

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:91:and groundwater data. Sections A – A’, B – B’ and C – C’ are presented on Drawings 60657467-ACM-GIR-DRG-

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:93: 6. Shallow groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:93: 8. Groundwater contamination

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: Adequate design for ground and groundwater conditions proved on site.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:1. Inadequate bearing Infiltration of surface water. 3) Prolonged pumping of groundwater induces ground Temporary groundwater control measures will be required, such as sump pumping, well pointing, vacuum extraction systems, and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:resistance Infiltration of groundwater. settlement and damages adjacent third-party Infrastructure. provision of temporary sheet pile cut off.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:3. Settlement and Collapse settlement of Ground Investigation has proved groundwater to be a shallow depth between 2 and 3m bgl.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: rise in groundwater levels.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Groundwater monitoring data was

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Ensure groundwater conditions have been adequately characterised.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Unacceptable sources of continuing groundwater pollution to be removed.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:8. Groundwater However, risks to surface water and Groundwater contamination 1. Regulatory delay.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Groundwater remediation Threat Environmental 3 3 9 Ongoing groundwater monitoring and testing, modelling, risk assessment. 1 3 3

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:contamination groundwater considered to be low. Areas event. 2. Underestimated scope for soil clean-up.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: of site remain univestigated . Therefore, 3. Long term monitoring and / or groundwater remediation.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Long term monitoring and / or groundwater remediation.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:8. Groundwater Surface water management.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: groundwater and the underlying superficial and bedrock

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Programme of groundwater monitoring.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Ground disturbance through intrusive Determine sensitivity of groundwater.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97:8. Groundwater Mobilise trapped pollutants Pollution incident.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Groundwater pollution Threat Construction works construction and piling. 4 2 8 Undertake Foundation Works Risk Assessment. 2 2 4

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98: Programme of groundwater monitoring.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98: High pH, fines content (metals, PAHs), Contaminated groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98:8. Groundwater Groundwater 1) Project delay and costs associated with waste water Avoid construction below the water table.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98: ammoniacal nitrogen in groundwater construction.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98:concrete and steel or groundwater. 3) Serviceability problems leading to long term maintenance

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: 1) Groundwater inflows into excavations, side slope

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: Side slope stability Shallow gr instability, slumping or ravelling of slopes dug below ground. - Adequate design for the ground and groundwater conditions proved on site.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100:6. Shallow groundwater Threat Construction oundwater inflows [from wet, 2) Liquefaction or pumping of silts and / or sands under loadin 4 3 12 - Appropriate temporary works measures for open cut sections formed at an appropriate side slope angle or alternatively continuou 2 4 8

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: No groundwater data available for site; h

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: n. Delay to programme and cost increase due to: - Monitor variations of water level and groundwater quality.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101:8. Groundwater Groundwater Groundwater contamination e

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: pH, metals, hydrocarbons, cyanide, thioc sal of waste arisings based on impacts to groundwater. - Regulatory dialogue

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: yanate. Potential on-site and off-site poi Long term monitoring and / or groundwater remediation - Plan removal, treatment and or disposal of unsuitable materials from pipeline excavations.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: nt and diffuse pollution sources. - Long term monitoring and / or groundwater remediation

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: Spike in groundwater monitoring data

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: Increased concentrations of pollutants in construction dewate - Programme of groundwater monitoring

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101:8. Groundwater Ground disturbance through intrusive wo ring - Determine sensitivity of groundwater and hydraulic connectivity

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: Groundwater pollution Threat Construction Mobilise trapped pollutants in 2 4 8 1 4 4

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: to groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101:8. Groundwater Failure of waste containment for soils, pu - Surface water management

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: - Programme of groundwater monitoring

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101: Contaminated groundwater is

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101:8. Groundwater Contaminated groundwat ydrocarbons Project delay and costs associated with waste water storage, - Avoid construction below the water table

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:101:concrete and steel or groundwater,

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:102: Sensitive environmental designations [S eposits – Sand and Silt). - Adequate design for the ground and groundwater conditions proved on site.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:102: - Adequate design for the ground and groundwater conditions proved on site.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:102: Special environmental / ecological requir 3) Construction delay, increase in cost and possible redesign - Hydrogeological modelling of ground and groundwater conditions.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:groundwater, soil contamination and groundwater contamination

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:14.1.2 Excavatability and Groundwater Control

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:Groundwater within the granular Made Ground (d3), slag dominant material (d1) and the Tidal Flats Deposits Sands

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:The shallowest groundwater level observed in the coarse Made Ground soils (d1) and Tidal Flat Deposits Sands

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:2 to 3m below ground level are likely to encounter groundwater inflows particularly from coarse Made Ground soils

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:groundwater, pumping from sumps in the base of excavations may be feasible.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:of groundwater during excavation using sheet piles may not be feasible due to the depth of pile required to form a

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:104:for harm if construction workers have to enter an excavation. Control of groundwater flows, running sands and silts

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:105:settlement), heave and collapse settlement of Made Ground subject to loading or changes in the groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:105:regime, soil contamination, groundwater contamination and aggressive ground conditions for buried concrete and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:106:Calculations are based on the parameters shown in Table 9-11. Groundwater is assumed to be at 3.6m OD.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:106:groundwater depth and applied loads. Structure loads were not available at the time of writing this GIR.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:and sleeved piles. Due to the presence of obstructions and shallow groundwater within the Made Ground, CFA

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:Compression and Utilities & Outfall areas. Groundwater is assumed to be at 3.0m OD. The ground model assumed

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Driven steel piles may be susceptible to high chloride concentrations present with the groundwater. However,

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:110:scheduled depth by conventional excavation. Other than where groundwater was encountered as detailed in Table

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:111:NZT 2021 MS\TP03 2.35 Groundwater Moderate inflow.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH10 2.4 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH12 1.9 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH14 2.5 Groundwater Fast inflow.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH15 3.1 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH18 2.2 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH23 3.6 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH30 2.9 Groundwater Groundwater and collapsing.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH31 2.9 Groundwater Groundwater and collapsing.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH33 2.3 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPH35 2.2 Groundwater Fast inflow from 2m bgl.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPI21 3.6 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPI25 3.8 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPI28 4.1 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPI33 3.7 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:112: TPI37 4.2 Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:113:clinker, ash, limestone, sandstone etc. Groundwater levels recorded in the trial pits varied from 2.50m bgl, to dry

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:113:excavation to depths of 4.50m bgl, indicating a highly variable groundwater regime. Current remediation works

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:115:soil and groundwater at a site is classified based on the sulfate content expressed as SO4, mobility of groundwater,

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:Ground, expansive and / or fused slag, the fines rich Tidal Flat deposits and shallow groundwater; all of which have

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:contamination, groundwater contamination and aggressive ground conditions for buried concrete and steel.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:116:and groundwater contamination which may be in part be mitigated by adopting HDD construction techniques.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:117:Groundwater inflows were not identified during excavation of LF\TP’s 01 to 03 with soils recorded as damp between

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:117:2.0 and 4.5m. However, shallow groundwater was proved in LF/BH’s 01 and 02 (approximately 3.5m bgl (2.5 m

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:117:excavation, the time over which the excavation is required to remain open, groundwater levels and the weather

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:117:groundwater is recommended in order to characterise water quality and identify suitable arrangements for dealing

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:117:trials, pumping tests or other means to determine the discharge required to lower the groundwater for any proposed

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:118:• above the groundwater table.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:118:• below the groundwater table.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:118:east corner of the site to facilitate HDD should this option be favoured. Groundwater was proved at approximately

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:118:Groundwater levels are inferred to reduce to approximately 3.0m OD to the north. The minimum depth at which

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:118:groundwater is likely to be encountered will be subject to finished ground levels across the development platform

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:118:and groundwater constraints within the former ‘iron ponds’ are anticipated to be similar to those described in Section

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:119:• Continuation of groundwater quality and level monitoring is recommended to establish tidal and seasonal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:119:• Ground investigation for groundwater quality monitoring was restricted in the areas of the Workshops, Furnace

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:119: may be given to additional ground investigation in these areas depending on the results of further groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:119: to able to fully assess the potential for migration of groundwater off site. Therefore, additional boreholes within

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:120:16.4 Ground and Groundwater Conditions

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:120:Groundwater level data collected from installed instrumentation indicates standing groundwater levels at between

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:120:In general, concentrations of contaminants within the soil and groundwater are low based on the industrial uses of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:and ammoniacal nitrogen. The greatest concentrations within soil and groundwater were generally in the central

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:southeast area of the Main Site and naphthalene within groundwater was only observed greater than evaluation

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:of cyanide within the groundwater was also located in the south of the Main Site, in the south east corner.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:Based on the GQRA it is considered that the soil and groundwater quality beneath the Site is unlikely to pose a

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:significant risk to surface water or groundwater quality. However, a data gap does remain with regards to the lack

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:potable water in the future. Therefore, the exceedances in the groundwater or soil leachate are unlikely to result in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:example). It should also be noted that the groundwater also exhibits high pH levels, which could also pose a hazard

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:Perched, confined groundwater heavily contaminated with hydrocarbons may be encountered on site throughout

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:121:UXO, shallow groundwater, soil contamination, groundwater contamination and aggressive ground conditions for

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:groundwater control. Excavations extending 2 to 3m below ground level are likely to encounter groundwater inflows

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:and shallow groundwater present potential construction constraints for Vibro-compaction and Vibro-replacement

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:overhead conveyor connecting these areas, together with the northwest of the site (groundwater). However,

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:of groundwater off site. However, given the limited exceedances of EC in groundwater and soil leachate, the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:expected attenuation, it is considered that the risk to surface waters and groundwater would remain low, despite of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:the lack of confirmatory groundwater information in this northwest area of the site. However, further ground

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:Groundwater monitoring (quality and water levels) should continue for at least 12 months to establish seasonal

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:134: N41 c2 4. GROUNDWATER DATA UPTO AUGUST 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:135: N13 N30 4. GROUNDWATER DATA UPTO AUGUST 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:136: -10 c2 -10 4. GROUNDWATER DATA UPTO AUGUST 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:143: Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:158:20. Appendix C Groundwater Figures

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:160:Figure 8.2a&b Groundwater level contour (Tidal Flat Deposits)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:161:Figure 8.3a&b Groundwater level contour (Mudstone)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:162:Figure 8.4 Made Ground Groundwater Level Monitoring Data for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:162: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:163:Figure 8.5 Tidal Sand Groundwater Level Monitoring Data for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:163: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:164:Figure 8.6 Combined Tidal Sand and Tidal Clay Groundwater Level Monitoring Data for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:164: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:165:Figure 8.7 Tidal Clay Groundwater Level Monitoring Data for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:165: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:166:Figure 8.8 Glacial Till Groundwater Level Monitoring Data for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:167:Figure 8.9 Mudstone Groundwater Level Monitoring Data for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:167: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:168:Figure 8.10 Made Ground – Average Groundwater Level for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:168: Made Ground - Average Groundwater level (mOD)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:169:Figure 8.11 Tidal Sand – Average Groundwater Level for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:169: North Tidal Sand - Average Groundwater Level (m OD)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:170:Figure 8.12 Tidal Clay – Average Groundwater Level for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:170: Tidal Clay Average Groundwater Level (m OD)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:171:Figure 8.13 Glacial Till – Average Groundwater Level for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:171: North Glacial Till Average Groundwater Level (m OD)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:172:Figure 8.14 Mudstone – Average Groundwater Level for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:172: Mudstone Average Groundwater Level (m OD)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:173:Figure 8.15 Groundwater Level variation in the Geological Units as Recorded at LFBH02 for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:173: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:174:Figure 8.16 Groundwater Level in the Geological Units as Recorded at MSBH02 for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:174: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:175:Figure 8.17 Groundwater Level in the Geological Units as Recorded at MSBH06 for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:175: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:176:Figure 8.18 Groundwater Level in the Geological Units as Recorded at MSBH10 for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:176: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:177:Figure 8.19 Groundwater Level in the Geological Units as Recorded at MSBH16 for the Period June 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:177: Groundwater Level (mODl)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:178:Figure 8.20 Average Electircal Conductivitiy of Groundwater in the Made Ground for the Period August 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:178: Average Electircal Conductivitiy of Groundwater in Made Ground

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:179:Figure 8.21A Average Electircal Conductivitiy of Groundwater in the Tidal Sands Deposits for the Period August 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:179: Average Electircal Conductivitiy of Groundwater in Tidal Sand Deposits

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:180:Figure 8.22B Average Electircal Conductivitiy of Groundwater in the Tidal Sands Deposits for the Period August 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:180: Average Electircal Conductivitiy of Groundwater in Tidal Sand Deposits

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:181:Figure 8.23 Average Electircal Conductivitiy of Groundwater in the Mudstone for the Period August 2021 – November 2021

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:181: Average Electircal Conductivitiy of Groundwater in Mudstone

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:236:screen of the soils, soils leachate and groundwater samples against generic assessment criteria (GAC) designed to be

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:236:protective of human health (for the proposed commercial/industrial end use), surface water and groundwater. The

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:236:and AECOM 2021) identified the following with regards to contamination within the soils and groundwater at and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:238: soil and groundwater. The highest values of dust will be particularly important during groundworks. High pH in surface soils

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:238: also found to be elevated at several locations across the site in groundwater. High

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:239: Distributions for total cyanide concentrations for soils and for groundwater indicate

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:239: Concentrations of thiocyanate for soil and groundwater indicated that other areas

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:239: groundwater within Made Ground on the site. The data were considered not

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:239: north west, and areas to the south upgradient in the direction of groundwater flow

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:240: detected in groundwater at concentrations in elevated above the screening level in most of the water samples. However, in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:240: Benzene and naphthalene are shown as marker substances for groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:240: Naphthalene in groundwater was identified exceeding its GAC at S1-BH12 and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:240:Metals Concentrations of metals found in samples Concentrations of copper in four of nine groundwater samples are only marginally

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:240: groundwater in relation to screening criteria appear to be significantly elevated.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:240: Concentration of zinc in groundwater also has one high outlier value of 440 μg/l

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:241: Vanadium marginally exceeded groundwater EQS in two locations (S1-BH07 and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:242:• Leaching to groundwater;

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:242:• Lateral groundwater migration;

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:243: Groundwater & Moderate/low Moderate/low

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:243: Groundwater & Surface Moderate/low N/A

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:• Direct contact with, or ingestion of, contaminants within soils, groundwater, and soil derived dust;

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:246:• Inhalation of organic vapours from soils, groundwater, and soil derived dust (primarily asbestos); and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:Soil leachate and groundwater data has been screened against controlled waters Evaluation Criteria (EC) that are

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:designed to be protective of surface water (River Tees / North Sea) and groundwater (Secondary A and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:Controlled waters EC selected for soils and groundwater are primarily Environmental Quality Standards (EQS) for

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:A conservative Tier 2 Risk Assessment was undertaken to compare the soil leachate and groundwater sampling

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:comprised the soil leachate results and groundwater sample results from the AECOM 2021 ground investigation. The

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:of three groundwater sampling rounds have been undertaken. Rounds 2 and 3 were undertaken following an additional

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:assessment, namely groundwater or surface water data, soil leachate data, and lastly soil data.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:As described in Section 8, in terms of hydraulic continuity of groundwater between the different geological units, the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:data suggest possible hydraulic continuity between groundwater in the Made Ground and the Tidal Flat Deposits.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:However, groundwater in the Glacial Till does not appear to be in hydraulic continuity with groundwater in the overlying

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:Flats and the underlying Secondary (B) bedrock aquifer. The data indicates groundwater in the Mudstone is unlikely

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:to be in hydraulic continuity with the overlying Glacial Till. The average groundwater level in the Mudstone is consistently

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:Groundwater flow across the site is noted to be generally from South-west to North-east towards the coast. Further

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:details with regard to groundwater flow variation is presented in Section 8.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:Soil leachate and groundwater test results have been compared against the corresponding Environmental Quality

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:The site is not within or near a groundwater source protection zone. Therefore, the use of Drinking Water Standards

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:256:concentrations and groundwater quality recorded as part of the previous ground investigations, Figure G.1 below has

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:256:Further detail regarding the previous soil leachate and groundwater screening results and assessment is provided

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:256:Figure G.1 Previous Soil Leachate and Groundwater Screening Hazard Plot (CH2M HILL 2017 and AEG 2018

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:256:Groundwater samples during three monitoring rounds (August, October and November 2021) were obtained from 15

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:256:MS/BH17S were dry at the time of sampling. Therefore, no groundwater sample could be obtained from these

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:257:Table G.1 Summary Groundwater monitoring Locations

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:257:Exploratory Hole ID Standpipe1 / Type Monitoring Round (groundwater samples obtained)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:258:24.5.1 G.5.1 Groundwater Sampling Test Results (Tier 2 Screening)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:258:The Tier 2 Screening Table for groundwater samples are presented in Appendix K and the results are discussed in the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:258:Table G.2 and G.3 detail the summary of the determinands in groundwater that exceeded the EC protective of surface

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:258:Table G.2 Summary Groundwater Exceedances (EQS) – Round 1

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:259:Table G.3 Groundwater EQS Exceedance Summary (Rounds 2 & 3)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:260:Table G.4 Summary Groundwater Exceedance Determinands Stratum Comparison (EQS) – Round 1 to 3

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:261:As part of the Round 1 sampling, groundwater samples were obtained from three wells screened in the Made Ground

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:261:The key findings associated with the Made Ground groundwater are as follows:

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:261: benzo(g,h,i)perylene and lead (MS\BH11(S)) that were only detected in the groundwater in excess of the EQS at

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:261: The maximum concentration of zinc was from groundwater obtained from the Made Ground. The Made Ground

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:261: groundwater also contained the highest average concentration of zinc. The maximum concentration was in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:261: exceeded from the groundwater obtained from MS\BH15(S) from all three monitoring rounds. The greatest

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:261:The key findings associated with the Tidal Flat Deposits groundwater are as follows.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:262:The key findings associated with the Glacial Deposits groundwater are as follows.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:263:The key findings associated with the Redcar Mudstone Formation groundwater are as follows.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:264:groundwater ingress. A brown iridescent appearance and moderate hydrocarbon odour was noted. Organic

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:264:is discussed further within the groundwater risk section.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:Exceedances of metals, TPH, PAHs, cyanide and ammoniacal nitrogen were detected within the groundwater samples

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:exceedances detected in the groundwater are localised isolated occurrences. Similarly, widespread exceedances were

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:54% of the groundwater samples tested in Round 1 but only 18% in Round 2 and 3 combined. It exceeded in 66% of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:the soil leachates. The distribution of the groundwater sample exceedances from Round 1 is presented in Figure G.2

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:In Round 1, ammoniacal nitrogen was noted to exceed the EQS screening value within all groundwater samples with

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:Slightly elevated concentrations are noted within the Made Ground groundwater samples also in the southern area of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:266:that the concentrations within groundwater may be partially the result of the wider groundwater regime and quality of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:267:Figure G.2 Groundwater Screening exceedances against EQS Screening Criteria and fluoranthene and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:267:It should be noted that the location of the groundwater exceedance is consistent with the findings of the previous

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:267:However, although there is a potential source of naphthalene present in the groundwater, it is unlikely to impact surface

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:268:The cyanide concentrations detected in groundwater are noted to be in the site wide, with the lowest concentrations

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:268:number of cyanide total exceedances have increased in Rounds 2 and 3 compared to the Round 1 groundwater sample

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:268:analysis within all groundwater strata. This is primarily due to a lower detection limit being applied for Round 2 and

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:Figure G.3. Cyanide exceedances in groundwater monitoring Round 2 and 3 versus Round 1

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:the Made Ground soils or Tidal Flat Deposits soils at this location. Ethylbenzene did exceed in the groundwater in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:On the basis of the limited exceedances of assessment criteria in groundwater and soil leachate, the magnitude of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:attenuation, it is considered that the soil and groundwater quality is unlikely to pose a significant risk to surface water

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:Therefore, based on the initial groundwater contour plots, there are no down gradient boreholes to able to fully assess

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:groundwater is considered to be low and thus may not be warranted. However, further ground investigation assessment

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:As proven by MS/TP06 (See Risk to Groundwater Section below for full details), perched, confined groundwater heavily

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:24.6 G.6 Risk to Groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:24.6.1 G.6.1 Groundwater Sampling Test Results (Tier 2 Screening)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:The Tier 2 Screening Table for groundwater samples are presented in Appendix K and the results are discussed in the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:Table G.8 and G9 details the summary of the determinands in groundwater that exceeded the EC protective of

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:groundwater in Rounds 1, 2 and 3.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:Table G.8 Summary Groundwater Exceedances (DWS) - Round 1

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:270:Table G.9 Summary Groundwater Exceedances (DWS) - Round 2 and 3

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:271:Table G.10 Summary Groundwater Exceedance Determinands Stratum Comparison (DWS) – Round 1 to 3

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:272:Exceedances of the EC protective of groundwater were recorded within the Made Ground monitoring wells. The

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:272:The key findings associated with the Made Ground groundwater are as follows.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:272:• No exceedances were recorded within the groundwater obtained from MS\BH11(S)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:272:Exceedances of the EC protective of groundwater were recorded within the Tidal Flat Deposits monitoring wells. The

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:272:The key findings associated with the Tidal Flats Deposits groundwater are as follows.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:273: groundwater sample from MS\BH13(D) was not analysed for thiocyanate as part of the Round 1 monitoring). The

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:273:Exceedances of the EC protective of groundwater were recorded within the Glacial Deposits monitoring wells. The

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:273:The key findings associated with the Glacial Deposits groundwater are as follows.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:274:Exceedances of the EC protective of groundwater were recorded within the Redcar Mudstone Formation monitoring

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:274:The key findings associated with the Redcar Mudstone Formation groundwater are as follows.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:274:groundwater ingress. A brown iridescent appearance and moderate hydrocarbon odour was noted. Organic

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:275:A summary of the soil leachate results exceeding DWS screening criteria (protective of groundwater) is provided in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:276:Thiocyanate in groundwater was detected at concentrations at the site which could not be deemed as generally isolated

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:277:the Site. The distribution of the groundwater samples exceeding DWS from Round 1 is presented in Figure G.4 below.

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:277:groundwater monitoring may provide more information on this potential trend

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:277:in ammoniacal nitrogen, thiocyanate and sulfate within the groundwater at the site compared to Round 1 Given the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:277:the future. This is reaffirmed in that the Site is not within or near a groundwater source protection zone. Therefore, the

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:277:Therefore, the exceedances in the groundwater or soil leachate described above are unlikely to result in harm or

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:278:Figure G.4 Groundwater screening exceedances against DWS Screening Criteria and thiocyanate

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:280:Groundwater was encountered within the ground gas monitoring wells in all except MS\08(S) MS\09(S) and MS\17(S).

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:280:The details of the groundwater levels within each of the ground gas monitoring wells is presented in Table 8-4 within

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:280:Section 8. Within the gas monitoring installations where groundwater was encountered, the groundwater level was

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:323: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:323:Chem_Group ChemName output unit (Groundwater)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:324: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:324:Chem_Group ChemName output unit (Groundwater)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:325: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:325:Chem_Group ChemName output unit (Groundwater)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:326: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:326:Chem_Group ChemName output unit (Groundwater)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:327: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:327:Chem_Group ChemName output unit (Groundwater)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:328: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:328:Chem_Group ChemName output unit (Groundwater)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:329: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:329:Chem_Group ChemName output unit (Groundwater)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:330: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:330:Chem_Group ChemName output unit (Groundwater)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:331: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:331:Chem_Group ChemName output unit (Groundwater) Number of Number of Minimum Maximum Average Median Standard Number of Number of Guideline

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:332: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:332:Chem_Group ChemName output unit (Groundwater) Number of Number of Minimum Maximum Average Median Standard Number of Number of Guideline

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:333: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:333:Chem_Group ChemName output unit (Groundwater) Number of Number of Minimum Maximum Average Median Standard Number of Number of Guideline

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:334: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:334:Chem_Group ChemName output unit (Groundwater) Number of Number of Minimum Maximum Average Median Standard Number of Number of Guideline

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:335: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:336: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:337: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:338: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:339: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:340: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:341: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:342: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:343: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:344: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:345: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:346: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:347: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:348: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:349: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:350: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:351: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:352: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:353: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:354: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:355: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:356: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:357: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:358: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:359: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:360: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:361: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:362: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:363: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:364: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:365: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:366: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:367: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:368: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:369: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:370: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:371: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:372: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:373: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:374: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:375: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:376: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:377: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:378: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:379: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:380: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:381: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:382: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:383: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:384: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:385: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:386: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:387: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:388: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:389: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:390: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:391: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:392: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:393: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:394: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:395: Groundwater Exceedances

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:395:EQS Groundwater Exceedances in Made Ground - Protective of Surface Water

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:395:DWS Groundwater Exceedances in Made Ground - Protective of Groundwater Quality

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:396: Groundwater Exceedances

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:396:EQS Groundwater Exceedances in Tidal Flat Deposits - Protective of Surface Water

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:396:DWS Groundwater Exceedances in Tidal Flat Deposits - Protective of Groundwater Quality

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:397: Glacial Till Groundwater Exceedances

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:397:EQS Groundwater Exceedances in Glacial Till - Protective of Surface Water

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:397:DWS Groundwater Exceedances in Glacial Till - Protective of Groundwater Quality

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:398: Redcar Mudstone Formation Groundwater Exceedances for Net Zero Teesside

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:398:EQS Groundwater Exceedances in Redcar Mudstone Formation - Protective of Surface Water

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:398:DWS Groundwater Exceedances in Redcar Mudstone Formation- Protective of Groundwater Quality

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:401: Subtitle 3 Groundwater at 3.6 m OD

EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf:18: 6.3.23 Figure 9.2: Groundwater - April 2022 –

EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:11: “All development proposals that may cause groundwater, surface water, air

EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:32: for water discharge activities or groundwater activities where this is required under

EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:51:3.8.52 Requirement 13 (Contaminated land and groundwater) - this is a modified model

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:94: groundwater, controlled waters and historic landfill information. Geotechnical Interpretative Report for the PCC Site based on the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:94: and summarised as surface water and groundwater. Furthermore, preliminary ground investigation. This will be submitted at Deadline

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:94: groundwater and surface water. We would welcome the inclusion of appraisal and updated controlled waters assessment. It is

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:95: geology, hydrogeology and contaminated land. Ground investigation Land and groundwater will be updated to reflect the findings of the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:98: groundwater monitoring. The Applicant should ensure that the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:99: potentially affected by the proposal. Groundwater Changes to

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:99: Hydrogeological regime may impact groundwater. In terms of mitigation and enhancement, the response from the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:101: Flood Risk Assessment (FRA) submitted. However, we require further groundwater flooding relates to development in Saltholme as a

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:101: information regarding the risks of groundwater flooding within the result of the shallow water table and upward pressure gradients

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:101: risk of groundwater flooding and demonstrate how they have depth. It has been agreed that the Applicants will consider risk of

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:101: reached their conclusion that the risk of groundwater flooding is groundwater flooding if construction of new footings is required for

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:104: Requirement 13 - Contaminated land and groundwater The

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:104: groundwater quality. Within Part 3(a) it should be clear that a

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:109: would confirm the ground and groundwater regime prevailing at the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:110: Monitoring of groundwater with respect to section 10.5.3, we

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:110: term monitoring of groundwater is likely to be required to provide

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:110: the evidence of an improvement in groundwater quality across the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:110: the interaction between groundwater within the bedrock and

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:111: a groundwater quality and land quality monitoring plan and would

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:111: superficial deposits and superficial groundwater aquifers have not

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:111: and superficial groundwater aquifers have not been considered

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:111: groundwater, will be submitted to and, after consultation with the discharge of Requirement 13.

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:112: Additionally, it is not clear what the groundwater regime is that has

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:112: previous ground investigations and clarify the groundwater regime /

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:112: Future risk assessments should highlight the prevailing groundwater Noted.

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:112: regime at the site, how groundwater bodies may interact and how

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:112: groundwater bodies interacts with surface waters. The Applicant

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:113: Groundwater conditions AEG Issue: Sections 10.9.13 – 10.9.20 refers

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:113: Groundwater conditions PCC site Sections 10.9.23 – 10.9.36 provide Superficial deposits and superficial aquifers will be considered in the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:113: a summary of the groundwater conditions encountered within the HIA and Controlled Waters Risk Assessment, it is anticipated the HIA

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:113: and groundwater conditions and it is not clear what the groundwater Examination at Deadline 4.

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:113: as to the anticipated groundwater regime prevailing at the site, and

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:113: to provide visual representations of the ground and groundwater

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:113: groundwater bodies to be considered receptors unless ground

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:114: groundwater. Solution: Applicant to provide clarity on the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:115: groundwater and bedrock ground water) is not considered There are Teesport Landfill sites. The CO2 Gathering Network will be run either

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:115: estuary is exacerbated and not improved. It should be noted that not contamination, groundwater conditions and quality and gas in the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:115: Annex E Issue: Groundwater level data for main site and CO2

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:115: groundwater flow paths. These requirements will be needed for all

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:115: work areas as groundwater level, quality, dewatering and associated

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:116: pathways created between poor quality groundwater and the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:116: and not summarised as surface water and groundwater Solution: We Conceptual model to be updated as part of the HIA and Controlled

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:117: groundwater. Solution: We appreciate that the risk assessment is

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:117: Impact to groundwater and surface water Issue: This document does

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:117: not adequately address the impact to groundwater and surface

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:126: Table 5A-3 groundwater monitoring and dewatering Noted.

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:126: are no reference to potential groundwater monitoring in terms of

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:126: boundary that are dependent on groundwater. Solution: Applicant to

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:127: dependent on groundwater.

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:130: Groundwater No dewatering is proposed.

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:130: activities the developer is proposing may impact groundwater. The

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:130: on groundwater will be assessed via a Quantitative Risk Assessment

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:131: all the groundwater issues. Solution: 6.2.10 ES Vol I Chapter 10

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:131: information regarding the risks of groundwater flooding within the

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:131: FRA. Solution: Solution: Further groundwater data and

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:131: groundwater component to the FRA. The Applicant must

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:131: demonstrate how they have assessed the risk of groundwater

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:131: that the risk of groundwater flooding is considered to be ‘medium’.

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:131: investigations that have encountered high / shallow groundwater,

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:131: drainage SuDS due to the potential to alter groundwater flow paths

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:132: and mobilise pollution within the ground and groundwater to surface

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:132: water receptors and increasing flood risk from groundwater sources.

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:132: considered in any climate change assessment. Higher groundwater

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:132: levels could also result in polluted groundwater resulting in flooding

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:216: Requirement no. 13: Contaminated land and groundwater

EN010103-000005-EN010103_Scoping Report.pdf:19: ─ The Main Site is not located near any Groundwater Source Protection

EN010103-000005-EN010103_Scoping Report.pdf:45:6.36 There will be no direct discharges to groundwater, however, the potential for fugitive

EN010103-000005-EN010103_Scoping Report.pdf:45: emissions from the Proposed Development and the resultant impacts to groundwater

EN010103-000005-EN010103_Scoping Report.pdf:46: amounts of groundwater due to localised features such as fissures, thin permeable

EN010103-000005-EN010103_Scoping Report.pdf:46:6.44 There are no groundwater Source Protection Zones or Drinking Water Protected

EN010103-000005-EN010103_Scoping Report.pdf:46:6.45 There are no licensed groundwater abstractions within or in the vicinity of the SSI

EN010103-000005-EN010103_Scoping Report.pdf:46:  disturbance of contaminated soils and contamination perched groundwater and

EN010103-000005-EN010103_Scoping Report.pdf:69:  any discharge, for example sewage or trade effluent to surface or groundwater;

EN010103-002198-Report on the Implications for European Sites (RIES).pdf:21: spillages and minimise surface/ groundwater flow to the

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:72:Recovered waste vs. recoverable waste Groundwater treated in 2020 reclamation works at support upstream

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:73:integrated system of interception and conveying of groundwater to treatment plants for their purification.

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:73:cubic meters of treated water in 2020. During the year, the automation and digitization of groundwater

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:122:nation of the soil and the groundwater, emissions and dischar- like human errors, unexpected system failure, sabotages or

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:130:ronment in the matter of pricing to residential customers ter or groundwater contaminants, emissions of toxic gases and

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:130:ses in raw materials may negatively affect future sales mar- taminants into the atmosphere, the soil, water or groundwater

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:134:ting their exposure to fossil fuel projects, as witnessed by a failure to perform soil or groundwater reclamation, environmen-

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:134:lawsuits seeking to hold fossil fuel companies, including Eni, nated areas and groundwater for which a legal or constructive

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:161:a long time in its operations, in line with the corporate mis- groundwater, 4.6 Mm3 from third parties, 3.2 Mm3 from ur-

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:162:of which about 73% was groundwater treated at TAF plants, ness Lines, the greatest exposure in Italy and Europe is to the

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:163: of which: polluted groundwater treated at TAF(b) plants 4 4 3 4

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:163:(b) TAF: groundwater treatment facilities.

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:175:RESOURCES (groundwater treatment plant) water represents the amount of polluted groundwater treated and reused in the

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:175: groundwater classified as waste. The waste disposal method is communicated to Eni by the third party authorised for

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:214:(27) With reference to the environmental liabilities assumed, the expected operating costs to be incurred for managing groundwater treatment plants are not included

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:243:environmental clean-up and remediation of soil and groundwater uncertainties in applying rules in force were in respect of the

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:270: Groundwater pollution survey and reclamation and two other employees were summoned in order

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:270: of the execution of clean-up of soil and groundwater any detrimental effect, even if only visual, of the flaring

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:270: facilities involved in cleaning up the groundwater area and the activities in progress at the plant. After a close

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:270: as well as of a third-party company Edison SpA were proceedings for groundwater pollution. In the period

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:270: depending on some specific areas related to the of the groundwaters and to pursue the clean-up

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:270: referred to in the closing of the investigation. contaminated groundwater, as part of the clean-up

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:271: areas, which comprise groundwater, as well as co-located for the contamination of the Rada and

EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf:273: carcinogenic were allegedly discovered in groundwater corruption in connection with the acquisition in 2011

EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:52: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:68: reaching the SPA / Ramsar via surface runoff, groundwater seepage or travelling in

EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:118: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO 2

EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:110: such as rivers and lakes (around 55%) and groundwater (around 10%).

EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:111:We are helping to improve air quality by reducing emissions from our operations on land, businesses are supported by our global Soil & Groundwater

EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:111:Collaboration and reporting Groundwater team is engaged throughout the life cycle of our assets. For

EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:113:were specifically addressed to it as the operator of the joint venture. of fresh water, brackish groundwater, produced water and waste water.

EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf:281:landowners alleging responsibility for groundwater contamination caused (50:50) – has been producing gas from the Groningen field, the largest

EN010103-000969-NZT DCO 6.3.45 ES Vol II Figure 10-19 Flood Susceptibility.pdf:1: Limited Potential for Groundwater Flooding

EN010103-000969-NZT DCO 6.3.45 ES Vol II Figure 10-19 Flood Susceptibility.pdf:1: Potential for Groundwater Flooding of

EN010103-000969-NZT DCO 6.3.45 ES Vol II Figure 10-19 Flood Susceptibility.pdf:1: Potential for Groundwater Flooding to

EN010103-001713-South Tees Development Corporation - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:7: 5.1.3 Requirement no. 13: Contaminated land and groundwater

EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:22: 6.3.23 Figure 9.2: Groundwater -

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:39: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:39:Chem_Group ChemName output unit (Groundwater)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:40: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:40:Chem_Group ChemName output unit (Groundwater)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:41: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:41:Chem_Group ChemName output unit (Groundwater)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:42: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:42:Chem_Group ChemName output unit (Groundwater)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:43: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:43:Chem_Group ChemName output unit (Groundwater)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:44: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:44:Chem_Group ChemName output unit (Groundwater)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:45: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:45:Chem_Group ChemName output unit (Groundwater)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:46: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:46:Chem_Group ChemName output unit (Groundwater)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:47: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:47:Chem_Group ChemName output unit (Groundwater) Number of Number of Minimum Maximum Average Median Standard Number of Number of Guideline

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:48: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:48:Chem_Group ChemName output unit (Groundwater) Number of Number of Minimum Maximum Average Median Standard Number of Number of Guideline

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:49: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:49:Chem_Group ChemName output unit (Groundwater) Number of Number of Minimum Maximum Average Median Standard Number of Number of Guideline

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:50: Groundwater Chemical Results Screened Against GAC Protective of Groundwater Quality (DWS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:50:Chem_Group ChemName output unit (Groundwater) Number of Number of Minimum Maximum Average Median Standard Number of Number of Guideline

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:51: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:52: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:53: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:54: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:55: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:56: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:57: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:58: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:59: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:60: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:61: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:62: Groundwater Chemical Results Screened Against GAC Protective of Surface Water (EQS)

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:63: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:64: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:65: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:66: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:67: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:68: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:69: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:70: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:71: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:72: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:73: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:74: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:75: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:76: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:77: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:78: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:79: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:80: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:81: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:82: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:83: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:84: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:85: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:86: Groundwater Chemical Screening Against EQS Protective of Surface Water Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:87: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:88: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:89: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:90: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:91: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:92: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:93: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:94: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:95: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:96: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:97: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:98: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:99: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:100: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:101: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:102: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:103: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:104: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:105: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:106: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:107: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:108: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:109: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:110: Groundwater Chemical Screening Against DWS Protective of Groundwater Quality Preliminary Onshore Ground Investigation for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:111: Groundwater Exceedances

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:111:EQS Groundwater Exceedances in Made Ground - Protective of Surface Water

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:111:DWS Groundwater Exceedances in Made Ground - Protective of Groundwater Quality

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:112: Groundwater Exceedances

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:112:EQS Groundwater Exceedances in Tidal Flat Deposits - Protective of Surface Water

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:112:DWS Groundwater Exceedances in Tidal Flat Deposits - Protective of Groundwater Quality

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:113: Glacial Till Groundwater Exceedances

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:113:EQS Groundwater Exceedances in Glacial Till - Protective of Surface Water

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:113:DWS Groundwater Exceedances in Glacial Till - Protective of Groundwater Quality

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:114: Redcar Mudstone Formation Groundwater Exceedances for Net Zero Teesside

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:114:EQS Groundwater Exceedances in Redcar Mudstone Formation - Protective of Surface Water

EN010103-001740-NZT DCO 9.8 Appendix GH.1.1b Appendix I Screening Tables - June 2022.pdf:114:DWS Groundwater Exceedances in Redcar Mudstone Formation- Protective of Groundwater Quality

EN010103-001951-NZT-Action-Points-ISH4.pdf:1: and groundwater.

EN010103-002360-NZT ISH6 S1.pdf:36:and groundwater. Groundwater.

EN010103-002360-NZT ISH6 S1.pdf:36:discharge, and whatever's coming from groundwater didn't need to be included. Yeah. And the

EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:3:groundwater) submission REP5-032 Deadline 6 submission REP6-132 and Deadline 7 submission REP7-012.

EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:4:13(2) (Contaminated land and groundwater) required then the remediation strategy must also include an update to the hydrogeological impact

EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:4: groundwater or geotechnical purposes.

EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:4: - a groundwater monitoring plan which must take into account the updated hydrogeological

EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:4: impact assessment and any further ground investigation reports and groundwater monitoring

EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:4: The Applicants committed to include the groundwater monitoring plan taking into updated assessments

EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:5:(Restoration of land used temporarily for hydrogeological impact assessment and any further ground investigation reports and groundwater

EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:19: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:47:Contaminated land and groundwater

EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:47:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:48:deal with the contamination of land (including groundwater) which relates to any part of Work

EN010103-001182-NZT EL (7).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (7).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (7).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (7).pdf:91: Groundwater Features and Attributes

EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:11: Groundwater resources, primarily within the Sherwood

EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:14: meeting to discuss Relevant contaminated land and groundwater issues.

EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:18: pollution risks to surface water and groundwater bodies during

EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:19: and Groundwater issues set out Matters to be Agreed, further ground investigations

EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:20: an assessment of groundwater flooding risk will be undertaken in

EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:24: possibly on underlying ground and groundwater conditions and therefore Environmental Statement and its supporting

EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:24: groundwater conditions as necessary.

EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:149:possibly on the anticipated underlying ground and groundwater

EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf:6: terms of investigation of land contamination and groundwater”.

EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf:7: • On-going groundwater monitoring to include assessment of tidal influence of

EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf:7: groundwater level in superficial deposits and slag in made ground – including

EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf:7: groundwater bodies in made ground, tidal flat deposits and permeable horizons

EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf:7:2.1.4 Monitoring of groundwater in made ground, tidal flat deposits and Mercia Mudstone

EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf:7: groundwater bodies. Following commissioning of the plant, groundwater

EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:49: indirectly via groundwater / surface water in hydrological continuity with these

EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:64: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:111: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO2

EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:189: (7) This article does not authorise any water discharge or groundwater activity for which an

EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:190: surface layer, subsoil and groundwater and remove soil and groundwater samples;

EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:216:Contaminated land and groundwater scheme

EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:216:scheme to deal with the contamination of any land (including groundwater) of that stage of the

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:15: STDC. The Applicants will undertake post remediation groundwater

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:15: Applicants will implement a long-term groundwater monitoring programme

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:15: for the site to demonstrate betterment of groundwater quality arising from

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:61: the ground and groundwater.

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:61: Cleveland Coast SPA/ Ramsar site. One of these measures is the minimisation that they were dry during autumn and winter when groundwater recharge should

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:61: of surface water or groundwater into the ponds on Coatham Dunes during be occurring, then it would seem likely that they are dry all year round.

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:61: groundwater interaction. Therefore, the only pond that is considered to be

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:94: STBC ground investigations, risk assessments and any remediation required. 38.3 m depth. In-situ testing and associated soil, rock and groundwater

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:94: the Examination, what certainty can the ExA have that subsequent Report records the results of three rounds of groundwater level

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:96: substances have previously been found in groundwater above Environment Agency in its Relevant Representation RR-024, an

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:96: ii) Can the Applicants also explain why groundwater and surface water Assessment/Controlled Waters Assessment to be provided at Deadline

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:97: consistency, and confirm that the interaction between groundwater and Relevant Representation (and as discussed with the Environment

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:141: Groundwater WFD waterbodies are shown in Figure 9-2 Groundwater Features

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:143: rainwater fed with little influence from tidal variation and groundwater

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:143: tides (to determine any tidal groundwater influence). Given the range

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:143: thereby indicating little influence from tidal variability and groundwater

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:143: APP-091). that they were dry during autumn and winter when groundwater recharge should

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:143: What evidence is there that these are not receiving groundwater from the site or be occurring, then it would seem likely that they are dry all year round.

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:143: groundwater interaction. Given the lack of open water in the ‘ponds’, sensitivity

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:149: Groundwater Flooding’ map indicates that more than 75% of both Council areas flooding from groundwater sources is considered to be a medium risk

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:149: is at risk of groundwater emergence. for those parts of the development to the north and south of the Tees”.

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:149: groundwater flooding was principally associated with artesian pressures

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:149: groundwater levels?

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:149: iii) What implications does groundwater flooding have for the FRA? Sands area, north of the Tees, being transmitted to the ground surface.

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:150: iv) What implications do groundwater flooding or rising groundwater Navigator Terminals together with installation of pipelines on existing or

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:150: by artesian groundwater at depth.

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:150: calculating future groundwater levels. There is no published climate

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:150: change allowance for assessing climate change effects on groundwater

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:150: iii) The PCC will not be impacted by groundwater flooding as it is on an

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:150: ground pipelines on existing racking and so groundwater flooding

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:150: contaminants and risks to groundwater and surface water and the

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:150: groundwater quality irrespective of groundwater flooding taking place.

EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:154: groundwater following completion of the qualitative risk assessment findings and submitted to the examination at Deadline 4.

EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:28: or groundwater activities where this is required under environmental permitting

EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:44: 3.8.49. 3.8.50.Requirement 13 (Contaminated land and groundwater) - this is a modified model

EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:44: contamination including (but not limited to) monitoring of groundwater and surface water,

EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:44: any boreholes installed for the investigation of soils, groundwater or geotechnical purposes.

EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:45: contamination of land (including groundwater) for any part of Work Nos. 1, 7, 9A or 10 that

EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:47: approved groundwater monitoring plan), for that part, has been submitted to and approved

EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:47: further ground investigation reports and groundwater monitoring that is required by

EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:47: Requirement 13 (contaminated land and groundwater).

EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:28:groundwater, etc. AECOM will also make recommendations for managing surface water runoff according to

EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:28:• Details of any known groundwater flooding problems in the area;

EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:31:surface water / groundwater issues on the site must be alleviated by the installation of sustainable drainage system

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:9:Groundwater Vulnerability Map pg 17 Yes n/a

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B5NW 0 1 456800

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10NW 0 1 457250

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur B10NW 0 1 457300

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10NW 0 1 457368

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SW 0 1 456550

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SW 0 1 456600

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 456950

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 457050

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10NW 0 1 457300

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 457000

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 457100

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 456350

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 456900

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur B9NE 0 1 456950

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 457000

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B10NW 0 1 457368

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B9NE 0 1 456850

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface B14SW 0 1 457368

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B14SE 0 1 457700

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SW 0 1 456700

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SE 0 1 457050

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 456400

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SE 0 1 456850

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B9SE 0 1 456900

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 456900

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 456950

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B9NE 0 1 457000

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 457050

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B5NW 0 1 456750

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SW 0 1 456550

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 456450

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SW 0 1 456600

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 457050

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B14SW 0 1 457200

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SW 0 1 456500

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SW 0 1 456600

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B15NW 0 1 457850

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9SW 0 1 456650

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur B9SE 0 1 456850

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B9NE 0 1 457100

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B14SE 21 1 457800

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B5SW 47 1 456700

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10NE 52 1 457550

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NW 67 1 458750

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B5SW 78 1 456550

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 78 1 456450

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10NE 89 1 457500

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10SW 93 1 457350

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B5SW 105 1 456600

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NE 106 1 458850

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 127 1 456350

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B5SE 129 1 456900

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B5SE 138 1 456850

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B15SW 140 1 458000

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur B5SW 142 1 456650

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B5SW 146 1 456800

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16SW 150 1 458750

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16SE 178 1 458850

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B15SW 178 1 458050

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur B15SW 186 1 458050

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B15SE 193 1 458400

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B16NE 197 1 458900

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10NE 202 1 457800

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B5SE 217 1 456850

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10NE 227 1 457750

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B15SW 228 1 458100

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10NE 233 1 457550

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level B10NE 248 1 457800

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:29: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:29: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:29: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:30: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:30: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:30: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:30: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:31: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:31: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:31: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:31: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:32: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:32: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:32: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:32: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:33: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:33: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:33: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:33: Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:33: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:58:Groundwater Vulnerability Map

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:59:BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:9:Groundwater Vulnerability Map pg 22 Yes n/a

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 448950

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 448550

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 448750

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 449000

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 0 1 448300

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 0 1 448300

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 448350

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 448700

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 448450

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 449250

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 448500

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 449200

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 449250

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 0 1 448550

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (E) 0 1 449150

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 449200

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 449700

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 449650

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur A11NE 0 1 448300

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12NE 0 1 448950

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface A12SW 0 1 448400

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 449400

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 449500

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SE) 0 1 449600

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (E) 0 1 449550

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A16SW 0 1 448550

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 449200

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A16NE 0 1 448800

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A16NE 0 1 448950

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A15NE 0 1 448038

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A15NE 0 1 448100

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A15NE 0 1 448050

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A12NE 21 1 448750

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 24 1 448038

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A11SW 24 1 447750

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A11NE 55 1 448150

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 106 1 448000

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 112 1 449150

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (N) 124 1 448400

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A12NW 156 1 448450

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A14SW 163 1 447100

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12NE 178 1 448750

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 206 1 449450

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur A9SE 246 1 446900

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:15: Receiving Water: Groundwater Via Infil System

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:18: Receiving Water: Groundwater

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:18: Discharge Groundwater

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:18: Receiving Water: Groundwater

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:18: Receiving Water: Groundwater

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:34: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:34: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:34: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:35: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:35: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:35: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:35: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:36: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:36: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:36: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:36: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:37: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:37: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:37: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:37: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:38: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:38: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:38: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:38: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:39: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:39: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:39: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:39: Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:39: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:78:Groundwater Vulnerability Map

EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:79:BGS Groundwater Flooding Susceptibility

EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:20: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:47:Contaminated land and groundwater

EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:47:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:48:scheme to deal with the contamination of land (including groundwater) which relates to any part

EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:159: (e) surface water and groundwater management; or

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:3: 3.11 Groundwater …………………………………………………………………………………………………..12

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:4: Groundwater Observation Made at the Time of Site Works 5

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:4: Groundwater Monitoring Results 6

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:6:works were commissioned in order to identify the ground and groundwater conditions, presence/absence of

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:6:investigation at this site in order to provide information on the subsurface ground and groundwater conditions

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:6:  Installation of gas/groundwater monitoring instrumentation.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:6:  During site works gas and groundwater monitoring (including LNAPL/DNAPL detection).

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:6:  Post site works gas, volatile (using a PID detector) and groundwater monitoring with LNAPL/DNAPL

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:8:details of any groundwater encountered, samples taken and in-situ testing carried out together with any other

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:14:3.11 Groundwater

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:14:The comments on groundwater conditions are based on the observations made at the time of investigation.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:14:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:14:consequence there is a possibility that this could have masked the discrete ingress of natural groundwater

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:14:Groundwater was encountered in a number of trial pits during the site works operation. Where groundwater

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:14:tabulated format) as Field Data Enclosure 5: Groundwater Observations Made at the Time of Site Works.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:15:Instruments were monitored daily during site works for groundwater, using an interface meter to detect the

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:15:Enclosure 6 (Groundwater Monitoring Results) and Field Data Enclosure 7 (Gas Monitoring Results).

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:15:for gas, volatiles (using a MiniRAE 3000+ Photo-ionisation Detector) and groundwater (using an interface

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:15:site works monitoring groundwater samples were taken from all boreholes using low flow techniques. Water

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:15:Well development was undertaken prior to the first groundwater sampling visit using bailers to remove a

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:15:prior to the second groundwater sampling visit using an air uplift method. The water was removed from the

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:17:instruments in conjunction with the post site work gas and groundwater monitoring visits using a MiniRAE

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:17:Groundwater sampling is scheduled to undertaken from all installations during post site works monitoring in

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:18:order to continuously log the groundwater level during the test. A mechanical slug was then used to perform

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:22:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:22:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:24:Groundwater

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:329: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:329: No groundwater inflow observed. Damp between 3.50-4.50m.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:332: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:332: No groundwater inflow observed. Damp between 2.00-4.50m BGL.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:335: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:335: No groundwater inflow observed. Damp between 3.00-4.50m BGL.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:338: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:341: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:344: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:344: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:347: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:350: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:353: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:353: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:357: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:357: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:362: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:365: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:365: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:369: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:369: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:370: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:370: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:371: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:371: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:372: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:372: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:373: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:373: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:374: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:374: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:375: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:375: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:376: PLAN GROUNDWATER

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:376: No groundwater inflow observed.

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:377:Groundwater Observations Made at the Time of Site Works

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:379:Groundwater Monitoring Results

EN010103-002522-NZT DCO 9.49 - Response to ISH6 actions Nov22(D12).pdf:12: groundwater or surface water run-off to the Estuary or Tees Bay. However, if any

EN010103-002522-NZT DCO 9.49 - Response to ISH6 actions Nov22(D12).pdf:12:7.1.2 Concentrations of DIN in soil and groundwater arising from former activities will

EN010103-002522-NZT DCO 9.49 - Response to ISH6 actions Nov22(D12).pdf:12: of rainfall and the potential for ammoniacal nitrogen to leach into groundwater or

EN010103-001182-NZT EL (11).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (11).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (11).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (11).pdf:91: Groundwater Features and Attributes

EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:31: for water discharge activities or groundwater activities where this is required under

EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:49:3.8.50 Requirement 13 (Contaminated land and groundwater) - this is a modified model

EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:21: 6.3.23 Figure 9.2: Groundwater -

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:388:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:388:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples.

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:397:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:397:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples.

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:407:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:407:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples.

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:416:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:416:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples.

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:425:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:425:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples.

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:441:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:441:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples.

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:515: The pH value of a soil suspension in water or a groundwater sample is determined electrometrically using a glass BS1377: Part 3: 1990 – Soils for Civil Engineering Purposes – Chemical and

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:position of the groundwater table or perched water bodies. Complex groundwater pressure

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:631:groundwater monitoring. For MS/BH06 and MS/BH09 this is based on the groundwater monitoring

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:631:across the site. It has been assumed that groundwater is hydrostatic. Refer to Table 3.1 for test

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:634: Borehole Easting (m) Northing (m) Ground level Groundwater level

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:634: 2. The ground water level is based on groundwater information provided by Allied Exploration &

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:634: Geotechnics Ltd. For MS/BH07 and MS/BH11 this is based on borehole specific groundwater

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:634: monitoring. For MS/BH06 and MS/BH09 this is based on the groundwater monitoring across

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:693: Borehole Easting (m) Northing (m) Ground level Groundwater

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:693: 2. The ground water level is based on groundwater information provided by Allied Exploration &

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:693: Geotechnics Ltd. For MS/BH07 and MS/BH11 this is based on borehole specific groundwater

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:693: monitoring. For MS/BH06 and MS/BH09 this is based on the groundwater monitoring across

EN010103-001182-NZT EL (10).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (10).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (10).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (10).pdf:91: Groundwater Features and Attributes

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:2:We request that Requirement 16 is updated to include reference to a groundwater

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:2:032 regarding groundwater monitoring system, further ground investigations and

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:2:quality and groundwater quality.

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:2:undertaken which will include additional groundwater monitoring from a wider

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:4:discussed Requirement 13 with respect to land contamination and groundwater.

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:4:contamination of land, including groundwater, which is likely to cause significant

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:5:groundwater and surface water), appropriate screening criteria, a time table

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:5:the investigation of soils, groundwater or geotechnical purposes shall be

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:5:any scheme to deal with the contamination of land (including groundwater) which

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:6:groundwater monitoring plan.

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:6:032 regarding groundwater monitoring system, further ground investigations and

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:7:groundwater quality. This should be considered within Table 5A-4.

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:7:undertaken which will include additional groundwater monitoring from a wider

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:7: groundwater analysis should be undertaken as part of further ground

EN010103-001910-NZT DCO 9.15 - Applicants' Responses to Deadline 3 Submissions July 2022 (D4).pdf:30: Requirement 13 – Contaminated land and groundwater

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:6: compacted Made Ground differential settlement. groundwater and ground

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:6: groundwater levels.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:10: groundwater. provision of permanent

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:10:Contamination of Piled foundations may 3 5 15 Release of leachable GI and groundwater quality

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:10:groundwater receptor between aquifers:

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:10: contaminated groundwater

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:14:Difficult construction Shallow groundwater 4 3 12 Groundwater inflows into Development specific GI.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:14:groundwater control soils]. instability, slumping or

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:14: and groundwater conditions

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:14: pumping of silts and / or Temporary groundwater

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:14: groundwater induces in cost and possible redesign.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:14: Litigation resulting from ground and groundwater

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:15: Potential loss of sand habitat ground and groundwater

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:16:Contamination of Surface water runoff into 3 2 6 Adverse impact on water GI and groundwater quality

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:16: Contaminated groundwater Development and

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:17: groundwater. provision of APM to provide

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:20:Difficult construction Shallow groundwater 4 3 12 Groundwater inflows into Development specific GI.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:20:conditions – groundwater inflows [from wet, coarse excavations, side slope

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:20: ground, liquefaction or Temporary groundwater

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:21: groundwater induces in cost and possible redesign.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:21:Contamination of Surface water runoff into 3 2 6 Adverse impact on water GI and groundwater quality

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:21: Contaminated groundwater Development and

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:22: groundwater. provision of APM to provide

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:27:Difficult construction Shallow groundwater 4 3 12 Groundwater inflows into Development specific GI.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:27:conditions – groundwater inflows [from wet, coarse excavations, side slope

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:27: ground, liquefaction or Temporary groundwater

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:27: groundwater indicates in cost and possible redesign.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:28:Contamination of Surface water runoff into 3 2 6 Adverse impact on water GI and groundwater quality

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:28: Contaminated groundwater Development and

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:29: groundwater. concrete resulting in a against sulfate attack if

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:32:Difficult construction Shallow groundwater 4 3 12 Groundwater inflows into Development specific GI.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:32:conditions – groundwater inflows [from wet, coarse excavations, side slope

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:32: ground, liquefaction or Temporary groundwater

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:32: groundwater induces in cost and possible redesign.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:33:Contamination of Surface water runoff into 3 2 6 Adverse impact on water GI and groundwater quality

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:33: Contaminated groundwater Development and

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:34: groundwater. provision of APM to provide

EN010103-001792-NZT DCO 2.1a - Schedule of Changes to the draft DCO - June 2022.pdf:5:13 (contaminated land and groundwater)

EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:60: amended R13 in relation to ‘Contaminated land and groundwater’ [REP5-

EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:65: of the hydraulic fill identified at the site. changes in the groundwater regime,

EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:65: - groundwater contamination and

EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:283: or influx of groundwater penetration into the borehole

EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:297:Bentonite break Contamination of groundwater 1 Precautions to be centred on vigilance, control, L

EN010103-002624-DLA Piper UK LLP - Comments on any other information submitted at Deadline 12 2.pdf:10: (e) surface water and groundwater management; or

EN010103-001930-NZT ISH3 S2.pdf:14:and groundwater.

EN010103-001526-NZT-ExQ1.pdf:31: site. One of these measures is the minimisation of surface water or groundwater into the ponds

EN010103-001526-NZT-ExQ1.pdf:50: found in groundwater above environmental limits, it should be explained how the

EN010103-001526-NZT-ExQ1.pdf:50: ii) Can the Applicants also explain why groundwater and surface water have been

EN010103-001526-NZT-ExQ1.pdf:51: the interaction between groundwater and the River Tees will be considered.

EN010103-001526-NZT-ExQ1.pdf:70: little influence from tidal variation and groundwater all year round?

EN010103-001526-NZT-ExQ1.pdf:71: What evidence is there that these are not receiving groundwater from the site or that they

EN010103-001526-NZT-ExQ1.pdf:73:WE.1.20 Applicants Paragraph 9.4.128 APP-091 states that the EA’s ‘Areas Susceptible to Groundwater

EN010103-001526-NZT-ExQ1.pdf:73: Flooding’ map indicates that more than 75% of both Council areas is at risk of groundwater

EN010103-001526-NZT-ExQ1.pdf:73: ii) Has climate change been accounted for when calculating future groundwater

EN010103-001526-NZT-ExQ1.pdf:73: iii) What implications does groundwater flooding have for the FRA?

EN010103-001526-NZT-ExQ1.pdf:73: iv) What implications do groundwater flooding or rising groundwater levels (if any) have

EN010103-001526-NZT-ExQ1.pdf:75: ii) an update to ES Appendix 9C APP-254 in respect of impacts to groundwater

EN010103-001182-NZT EL (13).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (13).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (13).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (13).pdf:91: Groundwater Features and Attributes

EN010103-001798-NZT DCO 9.9 - Applicants' Comments on LIRs - June 2022.pdf:10: draft DCO AS-004. It is acknowledged that this is proposed to GROUNDWATER’ OF THE DRAFT DCO AS-004 WILL SECURE

EN010103-001946-NZT ISH4 S2.pdf:7:additional groundwater monitoring, and additional investigation in areas where the EAA has

EN010103-001946-NZT ISH4 S2.pdf:9:wanted groundwater monitoring to look at the long term impact, I think on groundwater quality is that

EN010103-001946-NZT ISH4 S2.pdf:37:in terms of contaminated lands and groundwater. I did learn five

EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:19: 6.3.23 Figure 9.2: Groundwater - April 2022 –

EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:50: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:66: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:119: Construction Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction

EN010103-001369-NZTDCO 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater Features and their Attributes.pdf:1: GROUNDWATER FEATURES AND THEIR

EN010103-002171-Environment Agency - Comments on any other information submitted at Deadline 6.pdf:1:that our comments relate to groundwater and contaminated land matters only.

EN010103-002171-Environment Agency - Comments on any other information submitted at Deadline 6.pdf:2:groundwater). However, the proposed changes do not fully address our

EN010103-002171-Environment Agency - Comments on any other information submitted at Deadline 6.pdf:2:be amended to state ‘groundwater monitoring plan’.

EN010103-002171-Environment Agency - Comments on any other information submitted at Deadline 6.pdf:3:also include any ground / groundwater sampling requirement for any dewatering.

EN010103-002171-Environment Agency - Comments on any other information submitted at Deadline 6.pdf:3:Deadline 6 Submission - 6.3.23 - ES Vol II Figure 9-2 Groundwater Features

EN010103-002171-Environment Agency - Comments on any other information submitted at Deadline 6.pdf:3: 1. The shallow groundwater in the made ground and superficial deposits in

EN010103-002171-Environment Agency - Comments on any other information submitted at Deadline 6.pdf:3: Directive (WFD) Groundwater Body (GWB) and should be considered a

EN010103-002171-Environment Agency - Comments on any other information submitted at Deadline 6.pdf:3: groundwater is naturally poor quality.

EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:21: 6.3.23 Figure 9.2: Groundwater - November 2022

EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:49: indirectly via groundwater / surface water in hydrological continuity with these

EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:63: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:110: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO2

EN010103-002099-NZT DCO 6.3.23 - ES Vol II Figure 9-2 Groundwater Features and Attributes August 2022 (D6).pdf:1: GROUNDWATER FEATURES AND THEIR

EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:28: or groundwater activities where this is required under environmental permitting

EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:44: 3.8.52. Requirement 13 (Contaminated land and groundwater) - this is a modified model provision.

EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:44: contamination of land (including groundwater) for any part of Work Nos. 1, 7, 9A or 10 that

EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:8: typically to test the depth and quality of soil, rock and groundwater.

EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:10: flooding, from rivers, groundwater, surface water and tidal flooding.

EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:13: groundwater).

EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:16:Groundwater All water which is below the surface of the ground and within the

EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:16:GWDTE Groundwater Dependent Terrestrial Ecosystems - wetlands which

EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:16: critically depend on groundwater flows or chemistries.

EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:29: groundwater source from contamination. These are split into three

EN010103-001182-NZT EL (9).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (9).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (9).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (9).pdf:91: Groundwater Features and Attributes

EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:14:groundwater.

EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:19: if perched groundwater is encountered during establishment of core

EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:22:contamination and groundwater have to site users and the environment. The findings will feed into

EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:22: preferential pathways (e.g. groundwater flow) between the Made

EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:22: groundwater, which is likely to cause significant harm to persons or

EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:24: soil or groundwater contamination that may be encountered. This

EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:27: water discharge activity or groundwater activity without an

EN010103-002425-Deadline 11 NTG Submission Deadline 11 - Various matters.pdf:21:system and it is essential that it has input with regard to groundwater

EN010103-002425-Deadline 11 NTG Submission Deadline 11 - Various matters.pdf:33: groundwater monitoring, provided that this aspect of expenses in subclause (k) shall be a fair and

EN010103-002425-Deadline 11 NTG Submission Deadline 11 - Various matters.pdf:35: (e) surface water and groundwater management; or

EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:51: indirectly via groundwater / surface water in hydrological continuity with these

EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:67: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:115: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO2

EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:28: or groundwater activities where this is required under environmental permitting

EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:43: 3.8.50. Requirement 13 (Contaminated land and groundwater) - this is a modified model provision.

EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:44: contamination of land (including groundwater) for any part of Work Nos. 1, 7, 9A or 10 that

EN010103-001182-NZT EL (3).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (3).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (3).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (3).pdf:91: Groundwater Features and Attributes

EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:18: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:45:Contaminated land and groundwater

EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:45:with the contamination of land, including groundwater, which is likely to cause significant harm to

EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:45: (5) Any scheme to deal with the contamination of land (including groundwater) which relates to

EN010103-001182-NZT EL (2).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (2).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (2).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (2).pdf:91: Groundwater Features and Attributes

EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:49: indirectly via groundwater / surface water in hydrological continuity with these

EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:63: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:110: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO2

EN010103-002463-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 1.pdf:10: (e) surface water and groundwater management; or

EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:51: indirectly via groundwater / surface water in hydrological continuity with these

EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:65: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:112: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO 2

EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:29: groundwater

EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:32: for water discharge activities or groundwater activities where this is required under

EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:52:3.8.53 Requirement 13 (Contaminated land and groundwater) - this is a modified model

EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:21: 6.3.23 Figure 9.2: Groundwater - November 2022

EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:62:undertaken as ground investigation works are completed groundwater) and the water environment;

EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:62:within the Redcar Works Complex, Lackenby and Steel groundwater);

EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:81:site enabling works (e.g. land / groundwater remediation,

EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:14:groundwater.

EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:19: if perched groundwater is encountered during establishment of core

EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:22:contamination and groundwater have to site users and the environment. The findings will feed into

EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:22: preferential pathways (e.g. groundwater flow) between the Made

EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:22: • A groundwater monitoring plan will be prepared and implemented as

EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:22: part of the Final CEMP to identify changes in groundwater quality

EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:23: groundwater, which is likely to cause significant harm to persons or

EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:24: soil or groundwater contamination that may be encountered. This

EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:27: water discharge activity or groundwater activity without an

EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:36: and groundwater STDC is also seeking an approval role over the

EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf:11: 13 (contaminated land and groundwater, 16 (construction environmental

EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:35: groundwater (ii) Following further consideration of the impact

EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:97: groundwater medium, drainage Infrastructure low to medium and artificial sources

EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:115: • Land/groundwater contamination or mobilisation of existing land contaminants –

EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:128: tidal, fluvial and surface water is low or very low, from groundwater medium,

EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:142: and groundwater. same route as the CO2 Export Pipeline so as to minimise disturbance of the

EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:143: interference with groundwater flow

EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:149: HDD. effects on geology, minerals, soils, groundwater, contamination (inclusive of

EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:159: preventing new and existing the contamination of land, including groundwater, upon which the EA must be

EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:230: Quality Management Areas (AQMAs) and groundwater resources. (See

EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:230: e. avoid Groundwater Source Protection Zone 1 or Flood Risk Zone 3b

EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:50: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:65: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:117: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO2

EN010103-002006-NZT-ExQ2-FINAL.pdf:31: have since amended R13 in relation to ‘Contaminated land and groundwater’ REP5-002.

EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:9: groundwater.

EN010103-000907-NZT DCO 6.2.23 ES Vol I Chapter 23 Population and Human Health.pdf:21: • land/groundwater contamination or mobilisation of existing land

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:1:Groundwater Vulnerability

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:9:Groundwater Vulnerability Map pg 2 Yes n/a

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 456200

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 456450

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 455950

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 456650

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SW) 0 1 456150

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level I1SE 0 1 456900

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface I5SE 0 1 456850

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (S) 0 1 456750

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level I1SE 0 1 456900

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 456200

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SW) 0 1 455900

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (S) 0 1 457059

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SW) 0 1 456400

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level I1NW 0 1 456550

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 137 1 455900

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 211 1 455850

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 230 1 457850

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:14: Groundwater Vulnerability Map

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:14: Groundwater Vulnerability Map

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:15: Groundwater Vulnerability Map

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:15: Groundwater Vulnerability Map

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:15: Groundwater Vulnerability Map

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:15: Groundwater Vulnerability Map

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:16: Groundwater Vulnerability Map

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:16: Groundwater Vulnerability Map

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:16: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:21:Groundwater Vulnerability Map

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:22:BGS Groundwater Flooding Susceptibility

EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf:23: any impacts of emissions to air, soil, surface and groundwater, to the

EN010103-002025-Environment Agency - Responses to the ExA’s ExQ2.pdf:5: Contaminated land and groundwater REP-002.

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:5: emissions to air, soil, surface and groundwater, to the

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:28:Resources, 10 - Geology, Hydrogeology and Investigation and testing followed by a Quantitative 13: Contaminated land and groundwater requirement

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:28:Resources ground development within strata where groundwater 13: Contaminated land and groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:29: groundwater flooding to underground structures as is

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:30:Contaminated Land, ES Appendices 5A - Framework Development, ground investigation will be required as 13: Contaminated land and groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:31: Standards Institution, 2014). Groundwater level

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:31:Contaminated Land part of future ground investigation works to a allow 13: Contaminated land and groundwater requirement

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:31:Contaminated Land contamination will be risk-based and will develop upon 13: Contaminated land and groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: National Groundwater & Contaminated Land Centre

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: Where contaminated soils and elevated groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: groundwater monitoring. If piling is required, low noise

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32:Contaminated Land contamination is found which has not been previously 13: Contaminated land and groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:33:Contaminated Land assessed as part of the proposed ground investigation 13: Contaminated land and groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:34: groundwater - a groundwater quality monitoring plan

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:35: achieving an earthworks balance. The suitability of 13: Contaminated land and groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:64: be used. Any significant groundwater dewatering DCO Schedule 2 (Document Ref. 2.1): Requirement

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:65: save for geotechnical surveys and other investigations 13: Contaminated Land and Groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:65: including groundwater, which is likely to cause

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:65:Assessment contamination is found which has not been previously 13: Contaminated Land and Groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:67: with unexpected soil or groundwater contamination 13: Contaminated Land and Groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:67: form of treating/ remediating any contamination 13: Contaminated Land and Groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:67: will be governed by either a Materials Management 13: Contaminated Land and Groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:68: excavated materials off site as waste, the material will 13: Contaminated Land and Groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:68: isolated ‘hotspots’ of contamination and/or potential 13: Contaminated Land and Groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:69: transferred and contaminating other soils or water, 13: Contaminated Land and Groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:70: permit’ a water discharge activity or groundwater

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:86: ground development within strata where groundwater 12: Flood Risk Mitigation

EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:86: be required to reduce the risk of groundwater flooding

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:5:Noise and Vibration, 14 - impacts of emissions to air, soil, surface and groundwater, to the environment and human

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:23:Water Resources, 10 - completed, and a Remediation Strategy will be developed. This will be in accordance with Land groundwater requirement

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:23:Water, Flood Risk and groundwater is recorded as present, mitigation measures, including some of those outlined in Requirement 13: Contaminated land and

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:23:Water Resources British Standard 8102 (BS8102) will be required to reduce the risk of groundwater flooding to groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:24:Contaminated Land, ES degree to which the Site is contaminated, to verify the baseline conditions within the PCC groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:24: (British Standards Institution, 2014). Groundwater level monitoring will be undertaken as part of

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:24:Contaminated Land Assessment (DQRA) to refine the conceptual model and baseline assumptions, in accordance groundwater requirement

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25:Contaminated Land assessment of the contamination sources, receptors and plausible pollutant linkages at the groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25:Appendix 9C - WFD Contamination: Guidance on Pollution Prevention, EA National Groundwater & Contaminated

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25: Where contaminated soils and elevated groundwater levels are identified by the GI and piling is

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25: will be carried out under an appropriate Piling Risk Assessment including groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25:Contaminated Land from the risk assessment will be agreed with the Local Planning Authorities / Environment groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:26:Contaminated Land with BS6031:2009 ‘Code of Practice for Earthworks’ (British Standards Institution, 2009) and groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:26:Hydrogeology and impacts on soils and groundwater - a groundwater quality monitoring plan and a land quality Requirement 16: Construction

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:27:Framework CEMP investigation works. All earthworks operations will need to be undertaken in accordance with groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:50:Framework CEMP methods will be used. Any significant groundwater dewatering required will be undertaken in Requirement 12: Flood Risk Mitigation

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:51: contamination of land, including groundwater, which is likely to cause significant harm to Groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:51:WFD Assessment from the risk assessment will be agreed with the Local Planning Authorities/ Natural England Groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:52:ES Appendix 5A - The Final CEMP will set out procedures for dealing with unexpected soil or groundwater DCO Schedule 2 (Document Ref. 2.1):

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:52: enable appropriate people to be notified, and further characterisation and risk assessment to be Groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:52: with any potentially contaminative sites identified as part of the assessment, notably the landfills Groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:53: Final CEMP, an environmental permit or a relevant exemption. Groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:53: waste in accordance with the Environment Agency’s Technical Guidance WM3 and then once Groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:54: Appointed Contractors would be required to investigate the areas and assess the need for Groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:54: materials. Groundwater

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:55: activity or groundwater activity without an environmental permit.

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:70: groundwater is recorded as present, mitigation measures, including those outlined in British Requirement 12: Flood Risk Mitigation

EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:70: Standard 8102 (BS8102) will be required to reduce the risk of groundwater flooding to

EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:19:surrounding land, watercourses, surface and groundwater, and drinking water supplies

EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:21: should assess the potential off-site effects of emissions to groundwater (e.g. on aquifers

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:1:Groundwater Vulnerability

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:9:Groundwater Vulnerability Map pg 2 Yes n/a

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 453850

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 454950

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D13NW 0 1 454500

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface D13NW 0 1 454658

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface D13NE 0 1 455000

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D13NW 0 1 454600

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 453850

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 12 1 454350

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 20 1 455100

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 56 1 454300

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 106 1 454300

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 132 1 453950

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 132 1 454200

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 159 1 454250

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 208 1 454250

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level D13SW 214 1 454750

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 221 1 454200

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 228 1 454950

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:14: Groundwater Vulnerability Map

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:14: Groundwater Vulnerability Map

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:14: Groundwater Vulnerability Map

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:14: Groundwater Vulnerability Map

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:14: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:21:Groundwater Vulnerability Map

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:22:BGS Groundwater Flooding Susceptibility

EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:21: 6.3.23 Figure 9.2: Groundwater - November 2022

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:1:Groundwater Vulnerability

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:9:Groundwater Vulnerability Map pg 40 Yes n/a

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F15NW 0 1 455150

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F16NE 0 1 456150

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F16NE 0 1 456350

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F15SE 0 1 455650

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456500

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 456800

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456850

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F8SW 0 1 455850

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur F8SW 0 1 455850

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 457150

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F3NW 0 1 455250

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456700

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F10NE 0 1 455000

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F7SW 0 1 455250

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 457000

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4NW 0 1 456050

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4NE 0 1 456400

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F16NE 0 1 456150

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 457150

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4NW 0 1 455950

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4NE 0 1 456150

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F7SE 0 1 455550

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 457100

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F11SE 0 1 455529

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456850

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 457100

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SE) 0 1 457150

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F16NE 0 1 456250

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 455000

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456650

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NE) 0 1 456700

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 0 1 456850

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F16SE 0 1 456150

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F7NE 0 1 455650

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (S) 0 1 455450

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456700

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456550

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F7SE 0 1 455750

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F8SE 0 1 456350

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 456850

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 457000

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 457100

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4NW 0 1 455900

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4SW 0 1 456100

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F10SE 0 1 455000

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F15NE 0 1 455529

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NE) 0 1 456900

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F6SE 0 1 455000

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F7SW 0 1 455300

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F6SE 0 1 455050

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F11SE 0 1 455550

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F10SE 0 1 455000

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F11SE 0 1 455529

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F6SE 0 1 455050

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 0 1 455750

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F12SW 1 1 456050

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 40 1 456800

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F12SE 40 1 456350

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur F8SW 44 1 456100

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur F4NE 77 1 456450

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 119 1 454250

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F7NE 126 1 455600

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur F16NW 137 1 455850

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F15SW 143 1 455250

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F8SW 166 1 456050

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F11SW 205 1 455200

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (N) 211 1 455800

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F12SE 212 1 456300

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 230 1 454400

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:46: Property Type: GROUNDWATER REMEDIATION SITES/CIVIL ENGINEERING (W) 524850

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:46: Discharge Type: Miscellaneous Discharges - Mine / Groundwater As Raised

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:50: Receiving Water: Groundwater

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:52: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:52: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:52: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:53: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:53: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:53: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:53: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:54: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:54: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:54: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:54: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:55: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:55: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:55: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:55: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:56: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:56: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:56: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:56: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:57: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:57: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:57: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:57: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:58: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:58: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:58: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:58: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:59: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:59: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:59: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:59: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:60: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:60: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:60: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:60: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:61: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:61: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:61: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:61: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:62: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:62: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:62: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:62: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:63: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:63: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:63: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:63: Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:63: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:93:Groundwater Vulnerability Map

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:94:BGS Groundwater Flooding Susceptibility

EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:87: groundwater medium, drainage Infrastructure low to medium and artificial sources

EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:105: • Land/groundwater contamination or mobilisation of existing land contaminants –

EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:119: tidal, fluvial and surface water is low or very low, from groundwater medium,

EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:133: and groundwater. same route as the CO2 Export Pipeline so as to minimise disturbance of the

EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:134: interference with groundwater flow

EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:140: HDD. effects on geology, minerals, soils, groundwater, contamination (inclusive of

EN010103-001280-Rule 6 Letter.pdf:19: • Assessment of groundwater flooding.

EN010103-001280-Rule 6 Letter.pdf:43: • land contamination and groundwater;

EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:18: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:45:Contaminated land and groundwater

EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:45:with the contamination of land, including groundwater, which is likely to cause significant harm to

EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:45: (5) Any scheme to deal with the contamination of land (including groundwater) which relates to

EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:51: indirectly via groundwater / surface water in hydrological continuity with these

EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:65: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:112: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO 2

EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:22: 6.3.23 Figure 9.2: Groundwater -

EN010103-001182-NZT EL (14).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (14).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (14).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (14).pdf:91: Groundwater Features and Attributes

EN010103-001182-NZT EL (8).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (8).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (8).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (8).pdf:91: Groundwater Features and Attributes

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:10:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:10:Groundwater Vulnerability Map pg 46 Yes n/a

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:10:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:10:Groundwater Vulnerability - Local Information n/a

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur F2NE 0 1 450300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452150

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 449000

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F12SE 0 1 451550

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 448600

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 448850

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur F1NW 0 1 449050

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur F2NE 0 1 450150

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur F2NW 0 1 450000

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur F2NE 0 1 450250

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452200

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F12SW 0 1 451400

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4SW 0 1 451300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4SE 0 1 451450

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F12NE 0 1 451700

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4NE 0 1 451450

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 448450

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 448750

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F3NE 0 1 451050

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 448500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur F1SW 0 1 449300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 448550

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur F1SW 0 1 449250

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur F1SW 0 1 449300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 448650

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur F2NE 0 1 450300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4NE 0 1 451500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NE) 0 1 451900

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur F3NE 0 1 451050

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F8NE 0 1 451500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452400

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 452300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur F2NE 0 1 450350

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451400

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 451200

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 451550

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 0 1 451100

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 452200

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F4SW 0 1 451300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 451850

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SE) 0 1 452300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SE) 0 1 451450

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 449700

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 0 1 450800

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451250

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4NW 0 1 451200

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 449150

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451100

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451550

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 452200

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451550

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 452300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 0 1 450400

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 451400

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451450

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 451500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4SE 0 1 451500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4SE 0 1 451700

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F4NW 0 1 451350

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 0 1 450200

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451750

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 450000

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur F3NE 0 1 451000

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 0 1 450850

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 452250

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451200

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 452250

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 452300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SE) 0 1 452350

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 449500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 448900

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 449550

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 449800

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451150

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 452100

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 452250

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 452300

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F3SE 0 1 451050

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F4SE 0 1 451550

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur F3NW 0 1 450650

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 451700

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 451900

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 452250

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 15 1 451800

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:17: Flooding Type: Potential for Groundwater Flooding to Occur at Surface F12NE 28 1 451650

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F12NE 32 1 451550

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F2NE 43 1 450200

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F2NW 47 1 450000

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F2NW 48 1 449950

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F12NE 52 1 451500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 55 1 448700

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F11NE 65 1 450850

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F12NE 81 1 451650

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F3NW 83 1 450660

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F3NW 91 1 450400

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F8NW 110 1 451250

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F1NW 112 1 449200

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 124 1 448450

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 128 1 451750

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level F12NE 129 1 451700

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F12SW 130 1 451350

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F12NE 131 1 451650

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F3NW 134 1 450650

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NE) 175 1 451850

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 177 1 451750

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur F1NE 206 1 449500

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:39: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:39: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:40: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:40: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:40: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:40: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:41: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:41: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:41: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:41: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:42: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:42: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:42: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:42: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:43: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:43: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:43: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:43: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:44: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:44: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:44: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:44: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:45: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:45: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:45: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:45: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:46: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:46: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:46: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:46: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:47: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:47: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:47: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:47: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:48: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:48: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:48: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:48: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:49: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:49: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:49: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:49: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:50: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:50: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:50: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:50: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:51: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:51: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:51: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:51: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:52: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:52: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:52: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:52: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:53: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:53: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:53: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:53: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:54: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:54: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:54: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:54: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:55: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:55: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:55: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:55: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:56: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:56: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:56: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:56: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:57: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:57: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:57: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:57: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:58: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:58: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:58: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:58: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:59: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:59: Source: Groundwater

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:59: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:59: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:60: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:60: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:60: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:60: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:61: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:61: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:61: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:61: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:62: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:62: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:62: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:62: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:63: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:63: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:63: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:63: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:64: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:64: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:64: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:64: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:65: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:65: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:65: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:65: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:66: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:66: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:66: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:66: Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:66: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:112:Groundwater Vulnerability Map

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:113:BGS Groundwater Flooding Susceptibility

EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:34: and groundwater

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:2:With respect to requirement 13 - Contaminated land and groundwater, we would

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:2:non-hazardous substances to the water environment and groundwater, we would

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:4: have been monitored (level or groundwater quality) as part of the current

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:4: Group and Mercia Mudstone Group. Therefore groundwater characteristics

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:4:Section 6.4.3 (Ground gas and groundwater level monitoring)

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:4:soil leachate and groundwater is consistent and for the same range of

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:4:Limited groundwater analysis was undertaken with respect to Polychlorinated

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:5:We require further groundwater monitoring to be undertaken to confirm that

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:5:groundwater within the various geological units at the site are not affected by tidal

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:5:Section 9.5 (Slag Expansivity Testing) and Section 10 (Soil and Groundwater

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:5:and will have an impact on groundwater quality on site and potentially the wider

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:5:Sections 10.4, 10.5 (Summary of Risk to Surface Water and Groundwater

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:5:investigation has not been undertaken. Furthermore, limited groundwater quality

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:5:the Water Framework and Groundwater Directives.

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:5:We agree that groundwater monitoring (quality and water levels) should be

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:baseline groundwater conditions and tidal / seasonal variation. We have assumed

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:groundwater to confirm baseline chemistry. Confirmation is required on this

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:potential migration of groundwater off site and the presence of complex cyanide

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:waters thus having a detrimental impact on groundwater quality and potentially

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:requirement for longer term monitoring of groundwater quality to measure this

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:accepted that it is not appropriate for previous groundwater analysis to be

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:hierarchy for assessment of groundwater should be Drinking Water Standards

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:7:there needs to be discussion / correlation of groundwater concentrations

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:7:concentrations presents a short term or longer term source to groundwater

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:7:compounds have leached from soil into groundwater, which subsequently may

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:This appendix presents the groundwater chemical analysis results from all

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:boreholes from the various rounds of monitoring with respective to groundwater

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:discusses the results of groundwater chemical results within the different strata

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:with respect to groundwater quality and surface water quality. Therefore, it would

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:be helpful if tables were included that presented groundwater results within the

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:groundwater quality and surface water quality. Furthermore, the screening tables

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:Requirement 13 - Contaminated land and groundwater

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:substances to the water environment and groundwater, we would welcome

EN010103-001516-TEXT_ISH2_Session2_NetZeroTeeside_11052022.pdf:4:so requirement 13 contaminated land and groundwater should this relates to the construction

EN010103-002465-NTL Letter to Planning Inspectorate Deadline 12 various EN010103 01.11.22.pdf:3: but a few, there are numerous boreholes for groundwater monitoring

EN010103-002465-NTL Letter to Planning Inspectorate Deadline 12 various EN010103 01.11.22.pdf:3: and operate a groundwater monitoring system as part of their estate management. It is

EN010103-002465-NTL Letter to Planning Inspectorate Deadline 12 various EN010103 01.11.22.pdf:13: groundwater monitoring, provided that this aspect of expenses in subclause (k) shall be a fair and

EN010103-002465-NTL Letter to Planning Inspectorate Deadline 12 various EN010103 01.11.22.pdf:15: (e) surface water and groundwater management; or

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:2:groundwater monitoring plan that comprises of level and chemical monitoring of

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:2: • Include groundwater level (GWL) monitoring in the further ground

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:2: investigation (GI) works and in the long-term groundwater monitoring

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:2: scheme to identify a tidal influence on the groundwater level in the

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:3: • That no dewatering of any groundwater will occur across the application

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:3: 1. Any contaminated fill and or polluted groundwater is removed off

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:3:to groundwater and contaminated land:

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:3: • A groundwater monitoring system/ network should be installed, with level

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:3: pollution risks, in particular to groundwater and surface water(s) at the

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:3: groundwater needing to be dewatered and disposed of.

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:5:Requirement 13 (contaminated land and groundwater)

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:5:Requirement 13 with respect to land contamination and groundwater. We

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:5: the ground investigation reports and groundwater monitoring;

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:6: installed for the investigation of soils, groundwater or geotechnical

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:6:investigation work and the groundwater monitoring. Requirement 16 should be

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:6:updated to include reference to ‘A groundwater monitoring plan that comprises of

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:7:There is shallow groundwater which sits in made ground (slag), tidal flat deposits

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:7:groundwater in the superficial deposits which are at greatest risk from leaching

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:7:pollutants identified in the groundwater are as follows:

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:7: 5. Natural groundwater in bedrock is of poor quality

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:7:identify where the groundwater monitoring points should be located/ retained in

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:7: • Include groundwater level (GWL) monitoring in the further ground

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:7: investigation (GI) works, and in the long-term groundwater monitoring

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:7: scheme to identify a tidal influence on the groundwater level in the

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:The CSM/ HIA justifies what groundwater requires protecting and why. The

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:groundwater in the tidal flat deposits (sand) (TFD(S)) needs protecting. The

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:groundwater body by the EA because it is not large enough and widely utilised.

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:The groundwater in the TFD(S) is in hydraulic continuity with the intertidal zone of

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:the North Sea and the Tees estuary. Even though there are no groundwater-

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:dependent designations (receptors) dependent on this groundwater, the

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:groundwater in the TFD(S)s is a pathway for pollutants to enter the estuary,

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:therein. Pollution of this groundwater would be where observed concentrations of

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:installation of a groundwater monitoring network and any further mitigation if

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:groundwater level. However, it should be noted that this could be tidal, so the

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8:groundwater level adopted should be the max groundwater level (GWL), based

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8: • That no dewatering of any groundwater will occur across the application

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8: 1. Any contaminated fill and or polluted groundwater is removed off

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:9:With respect to groundwater and due the ongoing ground investigation work, the

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:9: • A groundwater monitoring system/ network should be installed, with level

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:9: pollution risks, in particular to groundwater and surface water(s) at the

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:9: groundwater needing to be dewatered and disposed of.

EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf:15:for mineral and groundwater exploration or for shallow environmental mapping

EN010103-002308-Environment Agency - Comments on any other information submitted at Deadline 8.pdf:2:Groundwater). However, the proposed changes do not fully address our

EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:10: water, groundwater and sewer flooding);

EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:17: groundwater/ surface water resources. watercourse and dependant related to leaks and spills are

EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:23: groundwater. off-loading equipment and

EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:9:3.4.24 There are no Groundwater Dependent Terrestrial Ecosystems or Source

EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:14:groundwater.

EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:19: if perched groundwater is encountered during establishment of core

EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:22:contamination and groundwater have to site users and the environment. The findings will feed into

EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:22: preferential pathways (e.g. groundwater flow) between the Made

EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:22: • A scheme of groundwater monitoring plan will be prepared and

EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:22: changes in groundwater quality during the construction period.

EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:23: groundwater, which is likely to cause significant harm to persons or

EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:24: soil or groundwater contamination that may be encountered. This

EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:27: water discharge activity or groundwater activity without an

EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:20: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:49:Contaminated land and groundwater

EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:49:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:50:scheme to deal with the contamination of land (including groundwater) which relates to any part

EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:161: (e) surface water and groundwater management; or

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:1:Groundwater Vulnerability

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:10:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:10:Groundwater Vulnerability Map pg 8 Yes n/a

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:10:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:10:Groundwater Vulnerability - Local Information n/a

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 454300

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 454400

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 454050

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 453850

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level H5SE 0 1 454850

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 454400

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface H5SE 0 1 454793

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface H9SE 0 1 455000

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 454250

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 453850

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 12 1 454350

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 15 1 453800

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level H5SE 20 1 455000

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface H5NE 30 1 455000

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level H5NE 50 1 455000

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 56 1 454300

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level H5NE 69 1 455000

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 106 1 454300

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 132 1 453950

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 132 1 454200

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 159 1 454250

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface H9NE 175 1 454793

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 194 1 454400

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface H9NE 204 1 455000

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 208 1 454250

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 214 1 454793

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 221 1 454200

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level H1SE 228 1 454950

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:16: Discharge Type: Miscellaneous Discharges - Mine / Groundwater As Raised

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:16: Discharge Type: Miscellaneous Discharges - Mine / Groundwater As Raised

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:18: Property Type: GROUNDWATER REMEDIATION SITES/CIVIL ENGINEERING (N) 524850

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:18: Discharge Type: Miscellaneous Discharges - Mine / Groundwater As Raised

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:21: Source: Groundwater

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:21: Groundwater Vulnerability Map

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:21: Groundwater Vulnerability Map

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:22: Groundwater Vulnerability Map

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:22: Groundwater Vulnerability Map

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:22: Groundwater Vulnerability Map

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:22: Groundwater Vulnerability Map

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:23: Groundwater Vulnerability Map

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:23: Groundwater Vulnerability Map

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:23: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:35:Groundwater Vulnerability Map

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:36:BGS Groundwater Flooding Susceptibility

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:1:Table 9C- 3: Groundwater assessment matrix ………………………………………………… 13

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:1:Table 9C-6: Surface and Groundwater Water bodies Identified Within the Study

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:2:Table 9C- 32: Tees Mercia Mudstone and Redcar Mudstone Groundwater Body –

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:6: rivers, streams and lakes), groundwater and water-dependent ecosystems.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:9: Groundwater Body Status

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:9:9.2.10 Under the WFD, groundwater body status is classified on the basis of

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:9: scale of assessment means that groundwater status is mainly influenced by

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:9: pollution. The worst-case classification is assigned as the overall groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: Figure 9C- 2: WFD Classification Elements for Groundwater Body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10:9.2.11 Quantitative status is defined by the quantity of groundwater available as

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: • Saline or other intrusions: This test is designed to identify groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: water of different chemical composition, as a result of groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: concentrations or significant impact on one or more groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: • Surface water: This test is designed to identify groundwater bodies where

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: groundwater abstraction is leading to a significant diminution of the

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: • Groundwater Dependent Terrestrial Ecosystems (GWDTEs): This test is

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: designed to identify groundwater bodies where groundwater abstraction is

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: • Water balance: This test is designed to identify groundwater bodies where

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: groundwater abstraction exceeds the ‘available groundwater resource’,

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:10: defined as the rate of overall recharge to the groundwater body itself, as

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: by the quality of groundwater feeding into watercourses and water-dependent

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: ecosystems and by the quality of groundwater available for drinking water

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: • Saline or other intrusions: this test is designed to identify groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: water of different chemical composition, as a result of groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: concentrations or significant impact on one or more groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: • Surface water: this test is designed to identify groundwater bodies where

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: groundwater abstraction is leading to a significant diminution of the

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: • Groundwater Dependent Terrestrial Ecosystems (GWDTEs): this test is

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: designed to identify groundwater bodies where groundwater abstraction is

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: groundwater bodies failing to meet the DrWPA objectives defined in Article

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: • General quality assessment: this test is designed to identify groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:11: the strategic use of groundwater.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:12: the qualitative status and quantitative status of groundwater.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:13: practicable. For groundwater quality, measures must also be taken to reverse

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:13: Appendix V of the Water Framework Directive and Article 4 of the Groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:13: Daughter Directive. This is transposed into UK legislation by the Groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:13: • Groundwater: The no deterioration requirements are applied to each of the

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:14: Groundwater Assessment

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:14: groundwater status class. It ranges from a beneficial effect, through no effect,

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:15:Table 9C- 3: Groundwater assessment matrix

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:15: Scheme Element on WFD the assessment boundary i.e. element at the Groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:15:groundwater levels or quality. elements. in status of WFD element

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:15: groundwater body scale.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:15: status class at groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:15: groundwater body scale

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:16: lakes and groundwater projects in England and Wales.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:23:affected by the proposal. Groundwater Changes to All waterbodies (including non-reportable waterbodies and

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:23:Hydrogeological regime may impact groundwater. WFD groundwater bodies) are considered by the WFD

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:23:Groundwater: No dewatering is proposed.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:26: and yield limited amounts of groundwater due to localised features such as

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:26: by loamy and clayey soils of coastal flats with naturally high groundwater.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:27: the surface water bodies and where relevant to the assessment, groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:27: Their Attributes and 9-2: Groundwater Features and Their Attributes (ES

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:28:Table 9C- 6: Surface and Groundwater Water bodies Identified Within the Study

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:30:Tees Sherwood Groundwater WFD designation Scoped In – the Proposed Development is

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:30:Sandstone (GB40301G702000) partly underlain by this groundwater body and

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:30:Tees Mercia Groundwater WFD designation Scoped In – the Proposed Development is

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:30:Mudstone & (GB40302G701300) partly underlain by this groundwater body and

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:37: rainwater fed with little influence from tidal variation and groundwater. With

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:45: Groundwater WFD Waterbodies

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:45: District and the Northumbria Groundwater Management Catchment. The

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:45: Tees Sherwood Sandstone groundwater body is within the Tees Sherwood

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:45: Tees Mercia Mudstone & Redcar Mudstone WFD groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:45: Sherwood Sandstone WFD groundwater body (GB40301G702000). The

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:45: Tees Sherwood Sandstone groundwater body is at Good Overall Status, with

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:45:9.4.78 The full no deterioration baseline for each groundwater body is outlined in

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:45:9.4.79 There are no Groundwater Dependent Terrestrial Ecosystems (GWDTE) or

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:46: discharges for raised mine/groundwater where past activity is still having

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:46:9.4.85 Twelve abstractions are for groundwater from the underlying Triassic

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:46: also groundwater abstractions for water supply.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:48: • Tees Mercia Mudstone & Redcar Mudstone groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:48: • Tees Sherwood Sandstone WFD groundwater body (GB40301G702000).

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:fuel, hydraulic fluids, groundwater within or WFD waterbody (including the Study Area drain

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:surface watercourses Transitional and Tees groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49: groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:or groundwater if their Coastal WFD surface Tees Sherwood

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:carefully controlled and tributaries, and the Tees groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:spillages enter existing Mercia Mudstone & groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49: Sandstone groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:Excavations, cuttings Groundwater bodies Tees Mercia Mudstone & Tees Mercia

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:during construction of Proposed Development groundwater body Mudstone WFD

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:the Proposed Site. Tees Sherwood groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:potential to intercept groundwater body Sandstone WFD

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:groundwater and may groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:50:groundwater if not

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:53: Estuary (S Bank)) and groundwater bodies (Tees Mercia Mudstone & Redcar

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: sediments, ground or groundwater, or through uncontrolled site run off;

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: groundwater which could potentially remove, relocate or mobilise

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: (impermeable fine / cohesive soils) into a groundwater aquifer; and

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: impact groundwater.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:69: groundwater), mud deposited on site and local access roads, and that which

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:70: effects where possible upon the local surface water (and groundwater)

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:74: Management of Risks to Groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:75: groundwater flow) between the Made Ground present and the underlying

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: Tees Mercia Mudstone & Redcar Mudstone WFD groundwater body &

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: Tees Sherwood Sandstone WFD groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: foundations). Excavation of cuttings may liberate groundwater in the form of

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: (sands, clays, gravels) that are intercepted. This liberated groundwater may

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: potential for underlying groundwater to be contaminated from spillages

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: a potential source of pollution to the groundwater body.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: dewatering of groundwater would be included in the Final CEMP and WMP.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: Guidance on Pollution Prevention, EA National Groundwater &

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: (Volume I), any residual impacts to the groundwater body would be temporary

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:106: Tees Mercia Mudstone & Redcar Mudstone groundwater body & Tees

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:106: Sherwood Sandstone WFD groundwater body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:106: groundwater during operation. There is some potential for leaks, spillages

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:106: affect groundwater. However, any fuel and chemical storage areas would be

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:106: WFD groundwater bodies are predicted during operation of the Proposed

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:107: Development. Similarly, the Tees Sherwood Sandstone WFD groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:107: and Tees Mercia Mudstone and Redcar Mudstone groundwater body, we

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:110:Table 9C-32: Tees Mercia Mudstone and Redcar Mudstone Groundwater Body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:110:Chemical Point Mining and Pollution impacts to groundwater during construction

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:110: There are no planned discharges to groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:110: groundwater. However, any fuel and chemical

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:110: groundwater body.

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:114: groundwater body & Tees Sherwood Sandstone WFD groundwater body,

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:116: Prevention, Environment Agency National Groundwater & Contaminated

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:117: Environment Agency (2015) Water Framework Directive, Groundwater

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:124:Water Body Type Groundwater Body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:124:Groundwater Area 29301.122 ha

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:125:Water Body Type Groundwater Body

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:125:Groundwater Area 49457.045 ha

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:139: Groundwater As

EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:139: Groundwater As

EN010103-001182-NZT EL (4).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (4).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (4).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (4).pdf:91: Groundwater Features and Attributes

EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:51: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:66: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:115: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO 2

EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:20: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:49:Contaminated land and groundwater

EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:49:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:50:with the contamination of land (including groundwater) which relates to any part of Work Nos. 1,

EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:160: (e) surface water and groundwater management; or

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278:necessary, offsetting the environmental footprint of its operations. groundwater pollution; and

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278:applicable legislation, TotalEnergies has drawn up rules and guidelines impacts related to possible soil and groundwater contamination;

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278:that the Subsidiaries can use to limit the quantities discharged. – assessment of soil and groundwater contamination based on various

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278:water. After analysis, the exposed sites can introduce various reduction could allow the pollution to migrate, use of the land and groundwater

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:278: and securing of sites, TotalEnergies has created a soil and groundwater

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:434:waste storage (refer to point 5.5.5 of this chapter). TotalEnergies has impacts related to possible soil and groundwater contamination;

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:434: – assessment of soil and groundwater contamination based on various

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:434: practices in engineering, operations and transport; could allow the pollution to migrate, use of the land and groundwater

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:434: groundwater pollution; and

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:435: groundwater depollution policy based on the assessment and created by the Company. At year-end 2021, 104 industrial sites that were

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:20: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:50:Contaminated land and groundwater

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:50:conditions, until a scheme to deal with the contamination of land, including groundwater, which is

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:51: groundwater monitoring in addition to the information in Chapter 10 of the environmental

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:51: details of (but not limited to) monitoring of groundwater and surface water, appropriate

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:51: investigation of soils, groundwater or geotechnical purposes, including details of how

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:51: redundant boreholes are to be decommissioned in order to prevent risk of groundwater

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:52:scheme to deal with the contamination of land (including groundwater) which relates to any part

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:53: (i) a groundwater monitoring plan that comprises monitoring of groundwater levels and

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:53: ground investigation reports and groundwater monitoring required by requirement

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:56:environmental management plan (including the details of any approved groundwater monitoring

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:57:hydrogeological impact assessment and any further ground investigation reports and groundwater

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:184: (e) surface water and groundwater management; or

EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:22: 6.3.23 Figure 9.2: Groundwater -

EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:10:Flood Risk and the surface waterbodies and where relevant to the assessment, groundwater waterbodies, was compiled which include the Tees Estuary, Tees

EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:17: • increase in surface water and groundwater EAs GPP pollution prevention guidelines where required.

EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:43: Development. groundwater flood risk as a result of

EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:44: abundance), groundwater and

EN010103-002342-NZT ExQ3 final.pdf:13: groundwater’ REP5-002.

EN010103-002622-DLA Piper UK LLP - Comments on any other information submitted at Deadline 12.pdf:9: (e) surface water and groundwater management; or

EN010103-001182-NZT EL (1).pdf:9: 6.3.23 ES Vol II Figure 9-2 Groundwater Features and their

EN010103-001182-NZT EL (1).pdf:27: 6.3.23 Rev 2 ES Addendum Vol II Figure 9-2 Groundwater

EN010103-001182-NZT EL (1).pdf:68: Groundwater Features and Attributes August 2022

EN010103-001182-NZT EL (1).pdf:91: Groundwater Features and Attributes

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:1:Groundwater Vulnerability

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:10:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:10:Groundwater Vulnerability Map pg 9 Yes n/a

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:10:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:10:Groundwater Vulnerability - Local Information n/a

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4NE 0 1 448950

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4SW 0 1 448550

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4SE 0 1 448750

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4NE 0 1 449000

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E3SE 0 1 448350

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E3SE 0 1 448350

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4SW 0 1 448450

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4SW 0 1 448700

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4SW 0 1 448500

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 449250

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4SW 0 1 448503

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 449200

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 449250

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4SW 0 1 448550

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 449650

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 0 1 448503

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4SW 0 1 448600

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 449250

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 448800

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 448950

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 448100

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur E3SE 0 1 448300

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 448100

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur E3SE 24 1 448100

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur E8NW 47 1 448550

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (S) 55 1 448450

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur E3SE 106 1 448100

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 112 1 449150

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur E4NW 124 1 448450

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 163 1 447100

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NE) 206 1 449450

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:22: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:22: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:22: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:22: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:23: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:23: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:23: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:23: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:24: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:24: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:24: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:24: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:25: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:25: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:25: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:25: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:26: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:26: Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:26: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:41:Groundwater Vulnerability Map

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:42:BGS Groundwater Flooding Susceptibility

EN010103-002407-NZT DCO - 9.43 Written Summary of Oral Submissions at ISH5 - Oct 2022 (D11).pdf:22: o R13 Contaminated land and groundwater

EN010103-002407-NZT DCO - 9.43 Written Summary of Oral Submissions at ISH5 - Oct 2022 (D11).pdf:25: 1. A groundwater monitoring plan which must take into account the

EN010103-002407-NZT DCO - 9.43 Written Summary of Oral Submissions at ISH5 - Oct 2022 (D11).pdf:25: ground investigation reports and groundwater monitoring

EN010103-002407-NZT DCO - 9.43 Written Summary of Oral Submissions at ISH5 - Oct 2022 (D11).pdf:25: include the groundwater monitoring plan taking into updated

EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:52: indirectly via groundwater / surface water in hydrological continuity with these

EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:68: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:117: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO2

EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:18: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:45:Contaminated land and groundwater

EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:45:with the contamination of land, including groundwater, which is likely to cause significant harm to

EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:45: (5) Any scheme to deal with the contamination of land (including groundwater) which relates to

EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:22: 6.3.23 Figure 9.2: Groundwater -

EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:36: and groundwater

EN010103-002183-NZT DCO 9.32 - Applicants' Comments on Deadline 6 Submissions - Sept 2022(D7).pdf:19:8.2.10 Response to GH.2.2: Requirement 13 (contaminated land and groundwater)

EN010103-002183-NZT DCO 9.32 - Applicants' Comments on Deadline 6 Submissions - Sept 2022(D7).pdf:20: 13 (Contaminated land and groundwater) and Requirement 16 (Construction

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:256: groundwater pollution; and

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:257: impacts related to possible soil and groundwater contamination; to these products and their use, as well as providing information to

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:257:– assessment of soil and groundwater contamination based on various consumers. The material safety datasheets that accompany the

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:257: could allow the pollution to migrate, use of the land and groundwater product labels, are two key sources of information.

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:257:risks related to soil and groundwater pollution. For the sites at the end of implementation of new datasheets and updates within Group entities.

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:378: groundwater pollution; and

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:379: impacts related to possible soil and groundwater contamination; withdrawals represent 9.6% of the overall Group’s water withdrawals

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:379:– assessment of soil and groundwater contamination based on various (including brackish water and seawater). For priority sites defined as

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:379: could allow the pollution to migrate, use of the land and groundwater in particular, the Local Water Tool (LWT) for Oil & Gas from the Global

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:379:risks related to soil and groundwater pollution. For the sites at the end of

EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:18: (6) This article does not authorise any water discharge activities or groundwater activities for

EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:45:Contaminated land and groundwater

EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:45:ground conditions, until a scheme to deal with the contamination of land, including groundwater,

EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:46:deal with the contamination of land (including groundwater) which relates to any part of Work

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:2:Annex E – Groundwater Levels Teesworks Site

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:3:Table 10A-19: BGS Groundwater Flooding Potential …………………………………… 10-77

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:3:Table 10A-23: Groundwater Level Monitoring …………………………………………… 10-204

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:3:Table 10A-24: Groundwater Level Monitoring Summary (February 2018) …….. 10-204

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:6: • provide an overview of ground and groundwater conditions;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:7: undertaken at site to establish actual ground and groundwater conditions

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:11: • Installation of gas / groundwater monitoring instrumentation;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:11: • Site works and post site works gas / groundwater monitoring; and

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:11: possible changes in groundwater level due to tidal variations).

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:12: instruments were monitored for gas and / or groundwater during and after

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:12: continuous groundwater monitoring to determine if water levels were tidally

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:12: measured on recovered groundwater samples. Soil contamination testing

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:13: • installation of combined gas / groundwater monitoring instrumentation;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:13: • Post site works gas / groundwater monitoring.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:13:10.6.22 Combined gas / groundwater monitoring instrumentation (slotted

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:13: monitored for gas and groundwater on four visits after completion of the GI

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:13: site works. Groundwater samples were retrieved from six of the seven

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:14: • installation of 26 groundwater monitoring wells with subsequent purge

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:14: • groundwater sampling of installed monitoring wells;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:14: • groundwater elevation survey of all installed monitored wells.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:15: the groundwater;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:15: bedrock and groundwater;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:15: detected in the groundwater; and

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:16: half of the trial pits terminated in Made Ground due to groundwater inflows,

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:18:10.6.44 Analysis of groundwater levels indicated that groundwater generally flows

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:18: to the north east. Groundwater was recorded at elevations of 1.8 to 5.4 m

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:18: OD. Arcadis reported that groundwater entered approximately half of the

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:18: surface water infiltration and groundwater flow;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:18: • Changes in groundwater level or moisture content;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:19: capillary action of sulphate rich groundwater originating from slag wastes

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:21: • Preloading to reduce settlement in slag below the groundwater table in

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:22:10.6.69 Groundwater was recorded in monitoring wells at depths typically between

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:22: into account the alkaline pH conditions and groundwater mobility. As a

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:23: groundwater monitoring installations could be indicative of brackish or saline

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:23: groundwater present below the site. Inspection of data presented in the

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:23: groundwater typically contains chloride concentrations of between 500 and

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:23: 5000 mg/l, suggesting the presence of brackish groundwater across parts

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:23: • Risk to groundwater resource receptors – through the leaching of

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:23: contaminants of concern including metals, and PAHs to groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:24: impacted by contamination in shallow groundwater.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:24: of upgradient sources causing regional impacts to groundwaters and

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:24: groundwater would be completed as part of this process. As this had not

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:24: tolerable limits due to changes in loading or groundwater caused by site

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:24: infiltration and groundwater flow;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:24: • Presence of shallow groundwater below parts of the site;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:25:10.6.88 The top selected technologies for soil and groundwater were:

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:26: option, this option would also require temporary groundwater dewatering

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:75: store and yield limited amounts of groundwater due to localised features

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:76:Groundwater Vulnerability High Vulnerability

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:76:Groundwater Vulnerability High Vulnerability

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:77:Groundwater Vulnerability High Vulnerability

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:77:Groundwater Vulnerability High Vulnerability

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:78:Groundwater Vulnerability High Vulnerability

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:79:10.8.116 The aquifer designations and inferred groundwater vulnerability risk may

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:79: installation of groundwater quality monitoring standpipes is proposed.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:79: Further groundwater risk assessment may be required.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:79:10.8.117 BGS Groundwater Flood Susceptibility (GFS) data is also provided in the

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:79: Envirocheck Report. Details of the potential for groundwater flooding within

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:79: potential for groundwater flooding to occur across the site area.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Table 10A- 19: BGS Groundwater Flooding Potential

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding of Property Situated Below Ground Level.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding to Occur at Surface.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding of Property Situated Below Ground Level.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding to Occur at Surface.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding of Property Situated Below Ground Level.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding to Occur at Surface.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility No Potential for Groundwater Flooding to Occur.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Limited Potential for Groundwater Flooding to Occur.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding of Property Situated Below Ground Level.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding to Occur at Surface.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility No Potential for Groundwater Flooding to Occur.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Limited Potential for Groundwater Flooding to Occur.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding of Property Situated Below Ground Level.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:80:Flood Susceptibility Potential for Groundwater Flooding to Occur at Surface.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:81:10.8.118 The groundwater flooding potential may constitute an unusual or onerous

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:81: groundwater monitoring standpipe piezometers is proposed.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:177: Receiving Water: Soakaway - Groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:179: Receiving Water: Groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:204: no gas / groundwater monitoring instrumentation was installed on the site.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:206: Groundwater Conditions

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:206:10.9.23 Groundwater levels are unknown across the CO₂ Export Pipeline, Water

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:206: Connection Corridors and ground investigation is required. Groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:206:10.9.24 It is anticipated groundwater may be shallow and tidally influenced below

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:206: the PCC Site) confirms that groundwater may be shallow and subject to

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:206: (Arcadis, 2018 – ‘the SCR’) provides an overview of groundwater conditions

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:206: for the PCC Site and adjoining areas to the south and west. Groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:206:10.9.27 Two rounds of groundwater monitoring are also summarised in the SCR as

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:207:Table 10A- 23: Groundwater Level Monitoring

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:207: Depth to Groundwater Groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:207: Groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:207:Ground Type Groundwater Elevation Elevation

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:207:10.9.28 The SCR states that, “groundwater in wells screened across the Made

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:207:10.9.29 Groundwater levels were measured in the Gas Monitoring programme by

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:207: groundwater direction could actually be north northeast (i.e. towards the

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:207: coast). The tabulated values for groundwater elevation and groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:207:Table 10A- 24: Groundwater Level Monitoring Summary (February 2018)

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:208: groundwater would be found at a shallower depth in the west of the survey

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:208: area, if groundwater is flowing to the north west (as proposed by Arcadis).

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:208:10.9.32 Groundwater levels may be anomalous due to bridging between different

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:209:10.9.34 Interpretation of the groundwater levels should be circumspect as the

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:209: most likely direction for groundwater flow within the PCC Site is northwards

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:209: wells to have slightly lower groundwater levels, however long well screens

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:209: may be masking a bigger difference between “perched” groundwater in

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:209:10.9.36 Data from previous investigations suggests groundwater is generally

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:210: groundwater inflows particularly from coarse soils or water bearing granular

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:210: below groundwater, pumping from sumps in the base of excavations may

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:210: groundwater into excavations and the need to handle / dispose of potentially

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:211: materials are identified. Excavation of Made Ground above the groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:211: possibility that groundwater is subject to tidal fluctuations below parts of the

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:212:10.10.15 Where groundwater is encountered, service excavations may need to be

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:212: the PCC Site with most combined gas and groundwater wells being

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214:10.10.30 Groundwater is anticipated to be relatively shallow across the site although

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: Flat Deposits below groundwater level and pile bores would therefore need

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: result of chemical changes and / or variations in groundwater level.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:216: from exposure to contaminants in soil or groundwater has been assumed

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:216: soils or groundwater is envisaged if works are carried out in accordance with

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:217: drains. Disturbance of contaminated soil or groundwater adjacent to the

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:217:10.10.45 The groundwater conditions vary across the site. Generally, the succession

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:217: groundwater. Due to the variable water conductance of these deposits they

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:218: Mudstone and the anticipated upward gradient of groundwater flow within

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:218: difficult to generalise concerning the sensitivity of groundwater resources

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:218: that the groundwater is relatively insensitive to the proposed development.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:218: Mitigation for protection of groundwater is warranted where there are active

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:218: soil and groundwater including acids, alkalis, hydrocarbons, sulphates,

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:230: 7. Leaching to groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:230: 8. Corrosion / chemical Groundwater (7) Mild Low Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:230: Groundwater (7) Medium Low Moderate / Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:231: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:231: Groundwater (7) Mild Low Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:231: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:232: 7. Leaching to groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:232: 8. Corrosion / chemical Groundwater (7) Mild Low Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:232: Groundwater (7) Mild Low Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:233:Petroleum Fuel - (TPH - PRO, DRO) 7. Leaching to groundwater Ground Workers (1,2,3,4,10) Medium Likely Moderate

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:233: Groundwater (7) Medium Low Moderate / Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:233: Groundwater (7) None n/a n/a

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:234: 7. Leaching to groundwater Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:234: Groundwater (7) Medium Low Moderate / Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:234: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:235:POPs: PCBs, dioxins, furans Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:235: 7. Leaching to groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:235: 8. Corrosion / chemical Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:235: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:236: Groundwater (7) Mild Low Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:236: Groundwater (7) Medium Low Moderate / Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:237: Groundwater (7) None n/a n/a

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:237: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:238:Petroleum Fuel - (TPH - PRO, DRO) 7. Leaching to groundwater Ground Workers (1,2,3,4,10) Minor Likely Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:238: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:238: Groundwater (7) Mild Low Low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:239: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:239: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:240:POPs: PCBs, dioxins, furans 7. Leaching to groundwater Ground Workers (1,2) None n/a n/a

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:240: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:240: 7. Leaching to groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:240: 8. Corrosion / chemical Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:240: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:241: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:241: Groundwater (7) None n/a n/a

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:242: Groundwater (7) None n/a n/a

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:242: 7. Leaching to groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:242: 8. Corrosion / chemical Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:242: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:243: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:243: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:243: Groundwater (7) Minor Low Very low

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247:10.10.103 A Moderate / Low risk has been assessed to groundwater and surface water

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: the water table. Subject to the ongoing review of regional groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: pollution and sensitive groundwater receptors. Based on the long industrial

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: history of the PCC Site and the environs, it is unlikely that the groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: general groundwater quality and the distance to surface receptor it is likely

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: groundwater. Hydrocarbons in soil can adversely affect the hydration of

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:248:10.10.107 A Moderate / Low risk has been assessed for PCC Site users, groundwater,

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:248: tanks on the PCC Site. The risk to surface water and groundwater is mainly

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:257: chemically aggressive soil and groundwater. High pH at the PCC Site is

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:258: considered beneficial to groundwater quality by reducing infiltration and

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:258: therefore leachate entry to groundwater, however, it does not eliminate the

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:258: cross-flow of groundwater.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260:settlement Inundation of poorly compacted Excessive total and / or differential Adequate design for the groundwater and

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260: rise in groundwater levels. Adopt piled foundations to transfer

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:263:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of permanent

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:264:Contamination Piled foundations create source – 3 5 15 Release of leachable contaminants into Ground investigation and groundwater quality

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:264:waters – contaminated groundwater and the Superficial – Secondary ‘A’ Aquifers Adequate design for the ground conditions

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:264:groundwater underlying superficial and bedrock (Blown Sand, Tidal Flat Deposits – proved on site.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:266:Difficult Shallow groundwater inflows [from 4 3 12 Groundwater inflows into excavations, Development specific ground investigation.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:266:construction wet, coarse soils]. side slope instability, slumping or Adequate design for ground and groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:266:tidal liquefaction or pumping of silts and / or Temporary groundwater control measures will

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:266:groundwater sands under loading from earth moving be required, such as sump pumping, well

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:266:Dewatering Prolonged pumping of groundwater 3 3 9 Construction delay; increase in cost and Ground investigation.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:266: damages adjacent third-party Litigation resulting from damage caused groundwater conditions proved on site.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:267:Contamination Surface water runoff into controlled 3 2 6 Adverse impact on water quality, with Ground investigation and groundwater quality

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:267:waters Contaminated groundwater Construction delay; increase in cost and Development and adherence to CEMP.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:267:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of Additional

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:269:Difficult Shallow groundwater inflows [from 4 3 12 Groundwater inflows into excavations, Development specific ground investigation.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:269:groundwater liquefaction or pumping of silts and / or Temporary groundwater control measures will

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:269:Dewatering Prolonged pumping of groundwater 3 3 9 Construction delay; increase in cost and Ground investigation.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:270:Contamination Surface water runoff into controlled 3 2 6 Adverse impact on water quality, with Ground investigation and groundwater quality

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:270:waters Contaminated groundwater Construction delay; increase in cost and Development and adherence to CEMP.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:270:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of Additional

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:273:Difficult Shallow groundwater inflows [from 4 3 12 Groundwater inflows into excavations, Development specific ground investigation.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:273:groundwater liquefaction or pumping of silts and / or Temporary groundwater control measures will

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:273:Dewatering Prolonged pumping of groundwater 3 3 9 Construction delay; increase in cost and Ground investigation.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:273:Contamination Surface water runoff into controlled 3 2 6 Adverse impact on water quality, with Ground investigation and groundwater quality

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:273:waters Contaminated groundwater Construction delay; increase in cost and Development and adherence to CEMP.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:274:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of Additional

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:276:Difficult Shallow groundwater inflows [from 4 3 12 Groundwater inflows into excavations, Development specific ground investigation.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:276:groundwater liquefaction or pumping of silts and / or Temporary groundwater control measures will

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:276:Dewatering Prolonged pumping of groundwater 3 3 9 Construction delay; increase in cost and Ground investigation.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:276:Contamination Surface water runoff into controlled 3 2 6 Adverse impact on water quality, with Ground investigation and groundwater quality

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:276:waters Contaminated groundwater Construction delay; increase in cost and Development and adherence to CEMP.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:277:conditions or alkaline pH in soil or groundwater. structural deflection. Consideration to the provision of Additional

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:280: Hole No. Type 1 Co-ordinates Scheduled Termination Estimated Depth Groundwater / Gas Rationale for Exploratory Hole Anticipated

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:280: Sonic 20+15 gas/groundwater Adjacent to

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:280: Ground) To confirm groundwater quality and ground gas

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:280: rotary rotary) To confirm groundwater regime. the site.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:280: 50mm groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:280: Glacial Till) To confirm groundwater regime and groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:280: Sonic 20+5 gas/groundwater To provide samples for geotechnical and geo- Track which

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:280: rotary rotary) standpipe (Made To confirm groundwater quality and ground gas the site.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:281: Hole No. Type 1 Co-ordinates Scheduled Termination Estimated Depth Groundwater / Gas Rationale for Exploratory Hole Anticipated

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:281: groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:281: within deeper To confirm groundwater regime and groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:281: depth (Made Ground, Tidal To confirm groundwater regime.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:281: 50mm groundwater To provide samples for geotechnical and geo-

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:281: MS\BH07 and 457180.0 525434.8 (Sonic and 22 13 standpipe, with diver To confirm groundwater regime and groundwater runs through

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: Hole No. Type 1 Co-ordinates Scheduled Termination Estimated Depth Groundwater / Gas Rationale for Exploratory Hole Anticipated

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: Sonic 20+10 gas/groundwater environmental testing. Track which

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: MS\BH08 and 457256.1 525352.9 (Sonic and 22 8 monitoring To confirm groundwater quality and ground gas runs through

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: Sonic 20+15 gas/groundwater bedrock for piling. Track which

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: MS\BH09 and 456818.6 525522.8 (Sonic and 22 13 monitoring To confirm groundwater quality and ground gas runs through

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: Fully grouted To confirm groundwater regime.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: Sonic 20+15 gas/groundwater environmental testing. Track which

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: depth To confirm groundwater quality and ground gas

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: Hole No. Type 1 Co-ordinates Scheduled Termination Estimated Depth Groundwater / Gas Rationale for Exploratory Hole Anticipated

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: depth (Tidal Flat Deposits/ To confirm groundwater regime and groundwater through the site.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: groundwater Confirm nature of 1970s fill material, prove

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: Scheduled standpipe, with diver To confirm groundwater regime and groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: 50mm groundwater bedrock.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: To confirm groundwater regime and groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: To allow southern extent groundwater monitoring.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: gas/groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: standpipe (Made To assess groundwater quality and ground gas

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:284: Hole No. Type 1 Co-ordinates Scheduled Termination Estimated Depth Groundwater / Gas Rationale for Exploratory Hole Anticipated

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:284: depth (Made Ground, Tidal To confirm groundwater regime.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:284: gas/groundwater To provide samples for geo-environmental testing. Adjacent to

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:284: depth To confirm groundwater quality and ground gas

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:285: Hole No. Type 1 Co-ordinates Scheduled Termination Estimated Depth Groundwater / Gas Rationale for Exploratory Hole Anticipated

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:285: groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:285: To confirm stratigraphy, groundwater regime and to

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:286: Hole No. Type 1 Co-ordinates Scheduled Termination Estimated Depth Groundwater / Gas Rationale for Exploratory Hole Anticipated

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:286: depth groundwater conditions within slag platform area. through the site.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:287: Hole No. Type 1 Co-ordinates Scheduled Termination Estimated Depth Groundwater / Gas Rationale for Exploratory Hole Anticipated

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:287: depth groundwater conditions within slag platform area. through the site.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:287: depth groundwater conditions within slag platform area. through the site.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:295:Annex E – Groundwater Levels Teesworks Site

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:307:Therefore, the source of this contamination is unknown. However, groundwater

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:307:contamination within groundwater in this area, so the source and extent of

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:1:Table 9-5: Surface and Groundwater Waterbodies Identified Within the Study

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:3: • Figure 9-2: Groundwater Features and their Attributes;

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:4: • Groundwater (England and Wales) Regulations 2009;

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:5: groundwater abstractions.

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:10: development that may cause groundwater or surface water pollution

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:10: surrounding environment to become contaminated. Groundwater and

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:12:the potential for groundwater, surface Document Ref. 6.4) are also resistance and resilience

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:13:and/or cooling water under the WFD surface and groundwater bodies

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:21: groundwater: environmental permits (Environment Agency, 2016);

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:24: fluvial, surface water, groundwater, tidal, artificial sources and drainage

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:31: surface waterbodies and where relevant to the assessment, groundwater

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:31: Groundwater Features and Their Attributes (ES Volume II, Document Ref. 6.3).

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:32:Table 9-5: Surface and Groundwater Waterbodies Identified Within the Study Area

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:33:Tees Sherwood Sandstone Groundwater WFD designation (GB40301G702000)

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:33:Tees Mercia Mudstone & Redcar Mudstone Groundwater WFD designation (GB40302G701300)

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:39: influence from tidal variation and groundwater. With the exception of Pond 14

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:53: Groundwater and Geological Features

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:53:9.4.82 Full details of geology and groundwater are provided in Chapter 10: Geology

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:54: which may store and yield limited amounts of groundwater due to localised

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:54: Mercia Mudstone & Redcar Mudstone WFD groundwater body

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:54: Tees Sherwood Sandstone WFD groundwater body (GB40301G702000), with

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:54: Tees Mercia Mudstone & Redcar Mudstone WFD groundwater body. The Tees

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:54: Sherwood Sandstone groundwater body is at Good Overall Status, with Good

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:54:9.4.91 There are no Groundwater Dependent Terrestrial Ecosystems (GWDTE)

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:55: by loamy and clayey soils of coastal flats with naturally high groundwater.

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:55: raised mine/groundwater where past activity is still having present day water

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:55:9.4.98 Twelve abstractions are for groundwater from the underlying Triassic

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:55: also groundwater abstractions for water supply.

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: Groundwater Flood Risk

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60:9.4.125 Groundwater flooding can occur when groundwater levels rise above ground

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60:9.4.126 The Environment Agency have no groundwater level monitoring sites within 2

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: km of the Study Area (the closest groundwater level data held is from a site

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: bedrock groundwater level is expected to be around the ordnance datum given

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: 2009) states “there is little documented evidence of groundwater flooding in

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: the Tees catchment and groundwater flooding is not known to be a major

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: and mudstone. There are no sources of groundwater flooding as the aquifers

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60:9.4.128 The Environment Agency’s Areas Susceptible to Groundwater Flooding map

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: Groundwater Flooding map is divided into 1 km 2 grid-squares in which a

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: susceptible to groundwater emergence. Within both the Redcar and Cleveland

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: considered to be potentially at risk of groundwater emergence.

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60:9.4.129 Based on this information the risk of flooding from groundwater sources is

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:67: • flooding from groundwater – Medium Sensitivity; and

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:68: groundwater) environment. This will be detailed within a Water Management

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:73: methods will be used. Any significant groundwater dewatering required will be

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:78: sediments, ground or groundwater, or through uncontrolled site run off.

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:78: • Increased risk of groundwater flooding or recharge as a result of the

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:79: (surface and groundwater), mud deposited on site and local access roads, and

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:83: Potential Flood Risk – Groundwater Sources During Construction

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:83:9.6.29 The Site is considered to be at medium risk of flooding from groundwater

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:83: sources. Excavation of cuttings has the potential to liberate groundwater in

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:83: to becoming inundated by groundwater. With the implementation of the

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:89: groundwater interaction. This in turn has potential consequences for the wider

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92:9.6.78 The risk of groundwater flooding within the Site is considered to be medium.

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92: development within strata where groundwater is recorded as present,

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92: (BS8102) will be required to reduce the risk of groundwater flooding to

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92: this to be the case, the magnitude of impact from groundwater flooding during

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:100:groundwater sources (construction workers) temporary site drainage significant)

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:103:groundwater sources drainage strategy

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:106: Environment Agency (2016). Discharges to surface water and groundwater:

EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:106: https://www.gov.uk/guidance/discharges-to-surface-water-and-groundwater-

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:1:Groundwater Vulnerability

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:10:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:10:Groundwater Vulnerability Map pg 88 Yes n/a

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:10:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:10:Groundwater Vulnerability - Local Information n/a

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NW 0 1 452500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G7NW 0 1 453400

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SE 0 1 452950

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G1NE 0 1 452200

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 0 1 451600

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G7NW 0 1 453250

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G1NE 0 1 452400

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G12SW 0 1 454050

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G10SW 0 1 452550

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G6SE 0 1 452800

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G7SW 0 1 453200

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451350

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G9NW 0 1 451750

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G1NE 0 1 452150

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451350

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G12SE 0 1 454200

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G7SW 0 1 453400

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G5SW 0 1 451750

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G9SW 0 1 451950

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 451350

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451550

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G8NW 0 1 453900

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2NW 0 1 452450

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G4NW 0 1 453800

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452400

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 451250

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 452100

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 451250

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G2SE 0 1 452800

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SW) 0 1 451500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 451950

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SW) 0 1 452350

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SW) 0 1 451550

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451300

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (W) 0 1 451500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451150

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451600

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452250

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451700

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452400

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 451500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 451650

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451600

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G1SW 0 1 451750

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 454650

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 454150

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G6SE 0 1 453077

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (E) 0 1 455000

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (S) 0 1 452500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 451100

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452300

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451250

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452300

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452350

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (SW) 0 1 452400

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G4SW 0 1 454000

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451200

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 452150

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452300

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452350

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451100

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:16: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451550

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G1NW 0 1 451750

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 0 1 451400

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 451550

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SW) 0 1 451800

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452000

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SW) 0 1 452300

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G3NE 0 1 453500

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 12 1 454300

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G10NW 15 1 452650

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 20 1 455000

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G9NW 28 1 451800

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (E) 30 1 455000

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 32 1 451650

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 50 1 455000

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 52 1 451550

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 56 1 454250

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur G14SE 65 1 452850

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 69 1 455000

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 81 1 451700

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 106 1 454250

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 110 1 451400

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:17: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G9NW 128 1 451800

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G9NW 129 1 451750

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (W) 130 1 451400

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (NW) 131 1 451700

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 132 1 453900

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 132 1 454100

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 159 1 454200

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G9NW 175 1 451900

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Potential for Groundwater Flooding to Occur at Surface G10NE 175 1 453077

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur G13SE 177 1 452250

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level G12NE 194 1 454150

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NE) 204 1 455000

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 208 1 454200

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 214 1 454750

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 221 1 454150

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: BGS Groundwater Flooding Susceptibility

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 228 1 454950

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:18: Receiving Water: Groundwater

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:19: Receiving Water: Groundwater In Tees Estuary

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:99: Source: Groundwater

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:100: Source: Groundwater

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:100: Source: Groundwater

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:100: Source: Groundwater

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:100: Source: Groundwater

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:101: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:101: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:101: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:101: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:102: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:102: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:102: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:102: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:103: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:103: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:103: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:103: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:104: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:104: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:104: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:104: Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:104: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:213:Groundwater Vulnerability Map

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:214:BGS Groundwater Flooding Susceptibility

EN010103-002230-Environment Agency - Comments on any other information submitted at Deadline 7.pdf:2:Groundwater). However, the proposed changes as outlined in REP6 122

EN010103-002230-Environment Agency - Comments on any other information submitted at Deadline 7.pdf:4: of a groundwater monitoring plan and

EN010103-002230-Environment Agency - Comments on any other information submitted at Deadline 7.pdf:4:Page 25-32 makes reference to a groundwater quality monitoring plan and a ‘land

EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:45: or proposed), groundwater and surface water and ecological systems;

EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:50: groundwater / surface water in hydrological continuity with these European sites.

EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:65: the SPA / Ramsar via surface runoff, groundwater seepage or travelling in combined

EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:118: Environmental Management Plan (CEMP), minimisation of surface / groundwater flow into the pools of Coatham Sands during the construction of the CO 2

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:4: 4.2 Groundwater conditions ………………………………………………………………………………………………. 12

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:4: 5.5 Shallow groundwater ………………………………………………………………………………………………….. 16

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:4: 5.7 Groundwater contamination …………………………………………………………………………………………. 16

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:12:4.2 Groundwater conditions

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:12:Historical boreholes recorded varying groundwater strike levels at the Main Site of between 1.8m OD and 5.4m

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:12:excessive groundwater inflows. Groundwater levels are reported to be generally present at a depth of about 3.0m

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:12:gathered from parts of the Main Site confirm that groundwater may be shallow and subject to some tidal influence

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:12:depending on proximity to the North Sea coast and/or Tees Estuary. Groundwater depths will reduce to sea level

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:12:(B), having “predominantly lower permeability layers which may store and yield limited amounts of groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:13:tests undertaken at the top of the Tidal Flat Deposits may have been influenced by tidal groundwater variations,

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:14: Lower strength recorded at the top of the Tidal Flat deposits possibly due to influence of tidal groundwater variations, imbalances in pore water

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:15: • Heave and collapse settlement of Made Ground subject to loading or changes in the groundwater regime.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:15: • Shallow groundwater.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:15:groundwater regime through surface water infiltration or groundwater movement.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:5.5 Shallow groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:Shallow groundwater levels are to be expected that may pose a risk to intrusive works at the Main Site. Arcadis

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:(2018b) reported that groundwater entered approximately half of the trial pits were terminated due to water ingress.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:Data suggests that that the groundwater direction is flowing north northeast (i.e. towards the coast). Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:groundwater within the marshy areas and ponds within the Teesmouth and Cleveland Coast RAMSAR, SSSI and

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:SPA areas present across the CO2 Transport Corridor. Groundwater levels are reported to be generally present at

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:sulfate, primarily within the Made Ground, is considered to have the potential to leach to groundwater.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:The presence of soil contamination can present a risk to human health and groundwater, amongst other

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:5.7 Groundwater contamination

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:Groundwater sampling and monitoring by others indicates that there is a potential for groundwater contamination

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:leachate into groundwater by creating new pathways. This might occur for example during excavation or piling or

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:A conceptual site model based on the ground and groundwater conditions anticipated at the Main Site combined

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:17: may occur through transportation by groundwater or capillary migration and nucleation occurs away from

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:18:structure serviceability limits, strength and stiffness of the supporting ground and the groundwater conditions. At

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:20:influenced by the presence of shallow groundwater. Therefore, a thorough ground investigation is required for all

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:20:the foundation options considered, to gain a good understanding of the ground and groundwater conditions.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:22:onto a suitable bearing stratum at a shallow depth, where groundwater is absent or can be readily controlled.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:23: Groundwater control and temporary construction support Groundwater control and temporary construction support

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:(heave and / or lateral expansion) as a result of chemical changes and / or variations in groundwater level.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:present with the groundwater that may be tidally influenced. However, corrosion protection to buried steel could

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:contamination, groundwater contamination, and a detailed UXO risk strategy to reduce the significant risk of

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:also reducing the risk of contaminated groundwater migrating from the Made Ground to the underlying aquifer.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Installation not affected by groundwater; support would be otherwise required; with ground investigation data;

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Casing between potentially contaminated groundwater and

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: underlying aquifer reduces the risk to groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: replacement piles; coarse (granular) soils. groundwater seepage;

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:30:records show the presence of shallow, tidally influenced groundwater at approximately 3m depth below the Main

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:30:groundwater control by dewatering or sheet pile cut-off walls the excavation and replacement ground treatment will

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:The shallow groundwater conditions at the Main Site may compromise the integrity of the stone columns via

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:31:bearing resistance can decrease over time due to leaching by slightly acidic groundwater.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: or voids, UXO, soil contamination and groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: or collapse, UXO, soil contamination and groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: or voids, UXO, soil contamination and groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: or collapse, ground obstructions or voids, UXO, soil contamination and groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:36:Pollution Prevention, Environment Agency National Groundwater & Contaminated Land Centre Report NC/99/7.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42: content which included slag including fused slag, refractory brick, concrete and Inadequate Heave & collapse Shallow Obstructions / Presence of Soil Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42: MADE GROUND Bearing settlement of Groundwater Voids Unexploded Contamination Contamination

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42: Medium dense comprising silty variably gravelly sand with layers/bands of gravel Presence of Soil Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42: and shell beds. Layers of soft or loose clay and/or silt were identified. Bearing Groundwater Voids Unexploded Contamination Contamination

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42: GLACIAL TILL sandy slightly gravelly clay with gravel composed of mixed lithologies, including Obstructions / Soil Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:42:REDCAR MUDSTONE Weak to extremely weak weathered mudstone Inadequate Soil Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45: Shallow Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45: Groundwater Contamination

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:CFA Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✔ M M ✖ collapse, ground obstructions or voids, UXO, soil contamination and groundwater contamination. May be

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45: collapse, UXO, soil contamination and groundwater contamination. May be prohibitively expensive

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45: Suitable for all load cases. Mitigation may be required for UXO, soil contamination and groundwater effective.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:Excavation and Replacement ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✖ ✔ M ✖ ✖ ✖ ✖ groundwater, soil contamination and groundwater contamination. Mitigation may be required for UXO.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:Vibro-replacement - stone columns ✔ ✔ ✔ ✔ ✖ ✔ ✔ M M ✖ M ✖ ✔ M ✖ shallow groundwater. Mitigation may be required for ground instability from heave or collapse,

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45: inadequate bearing capacity, UXO and groundwater contamination. May be prohibitively expensive

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45: ground obstructions or voids and shallow groundwater. Mitigation may be required for ground

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Shallow Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Groundwater Contamination

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Risk posed from/to groundwater is reduced as this foundation solution is only likely to conditions.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: groundwater contamination. Pile integrity problems may occur where installed through water bearing coarse (granular) soils.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Suitable for all load cases. Mitigation may be required Casing between potentially contaminated groundwater and underlying aquifer reduces the risk to

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Bored Cased Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ ✔ M ✔ M M ✔ for ground instability from heave or collapse, UXO, soil groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: contamination and groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Bored Cased & Sleeved Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✖ for UXO, soil contamination and groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Groundwater is shallow across the site ~ 3m depth and may be tidally influenced, this solution is therefore only suitable Adequate Design.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Could be adopted in conjunction with raft foundations and / or ground bearing slabs. for soils above groundwater, but will have a limited impact where made ground > 5m depth.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: inadequate bearing capacity, shallow groundwater, soil This treatment is expected to reduce total and differential settlements below raft Groundwater is shallow across the site ~ 3m depth and may be tidally influenced, may result in significant constraints probability assessment.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: contamination and groundwater contamination. Mitigation foundations. for stability of excavations during construction. This may also restrict working.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: hard layers, ground obstructions or voids and shallow Shallow groundwater may result in the potential for integrity problems caused by stone washout or displacementwashout , probability assessment.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Vibro-replacement - stone columns ✔ ✔ ✔ ✔ ✖ ✔ ✔ M M ✖ M ✖ ✔ M ✔ groundwater. Mitigation may be required for ground Speeds up consolidation settlement. and result in difficult construction conditions.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: capacity, UXO and groundwater contamination. Mitigates risk of soil liquefaction. Concern over long term integrity / serviceability of the columns installed through thick deposits of underlying soft / combination with raft foundations.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Potential for integrity problems when constructed below groundwater.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Deep Soil Mixing - lime or cement columns ✔ ✔ ✔ ✔ ✖ ✔ ✖ M M ✖ M ✖ ✔ ✔ ✔ obstructions or voids and shallow groundwater. Mitigation

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: may be required for ground instability from heave or May lose strength over time because of leaching by slightly acidic groundwater.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:48: Shallow Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:48: Groundwater Contamination

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Shallow Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Groundwater Contamination

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: capacity. Risk posed from/to groundwater is reduced as this foundation solution is only likely Expected ground movements and heave may by mitigated by inclusion of

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: pathway between the made ground soils and groundwater and underlying bedrock aquifer.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: groundwater contamination. Considered feasible but carries risk that pile toe levels and construction

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Casing between potentially contaminated groundwater and underlying aquifer reduces

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Suitable for all load cases. the risk to groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: and groundwater contamination. construction by balancing water pressures within and outside pile bores.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: soil contamination and groundwater The sleeving may allow formation of shorter rock socket lengths in comparison to probability assessment.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Unsuitable for conditions of long Groundwater is shallow across the site ~ 3m depth and may be tidally influenced, this solution is therefore

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: term creep or dynamic loading. May suitable for soils above groundwater, but will only have a limited impact where made ground > 5m depth.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: groundwater, soil contamination and

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Groundwater is shallow across the site ~ 3m depth and may be tidally influenced, may result in significant

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: Shallow Groundwater

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: Groundwater Contamination

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: ground obstructions or voids and Speeds up consolidation settlement. Shallow groundwater may result in the potential for integrity problems caused by stone washout or displacement, combination with site trials.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: shallow groundwater. Mitigation may and result in difficult construction conditions.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: groundwater contamination.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: chemistry, ground obstructions or Potential for integrity problems when constructed below groundwater.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51:Deep Soil Mixing - lime or cement columns ✔ ✖ ✔ ✔ ✖ ✔ ✖ M M ✖ M ✖ ✔ ✔ ✔ voids and shallow groundwater.

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: collapse, inadequate bearing May lose strength over time because of leaching by slightly acidic groundwater.

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:4: emissions to air, soil, surface and groundwater, to the

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:27:Resources, 10 - Geology, Hydrogeology and Investigation and testing followed by a Quantitative 13: Contaminated land and groundwater requirement

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:27:Resources ground development within strata where groundwater 13: Contaminated land and groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:27: groundwater flooding to underground structures as is

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:29:Contaminated Land, ES Appendices 5A - Framework Development, ground investigation will be required as 13: Contaminated land and groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:29: Standards Institution, 2014). Groundwater level

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:29:Contaminated Land part of future ground investigation works to a allow 13: Contaminated land and groundwater requirement

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:30:Contaminated Land contamination will be risk-based and will develop upon 13: Contaminated land and groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:30: National Groundwater & Contaminated Land Centre

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: Where contaminated soils and elevated groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: groundwater monitoring. If piling is required, low noise

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31:Contaminated Land contamination is found which has not been previously 13: Contaminated land and groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31:Contaminated Land assessed as part of the proposed ground investigation 13: Contaminated land and groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:33: groundwater - a groundwater quality monitoring plan

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:34: achieving an earthworks balance. The suitability of 13: Contaminated land and groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:62: be used. Any significant groundwater dewatering DCO Schedule 2 (Document Ref. 2.1): Requirement

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:63: save for geotechnical surveys and other investigations 13: Contaminated Land and Groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:63: including groundwater, which is likely to cause

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:64:Assessment contamination is found which has not been previously 13: Contaminated Land and Groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:65: with unexpected soil or groundwater contamination 13: Contaminated Land and Groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:65: form of treating/ remediating any contamination 13: Contaminated Land and Groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:66: will be governed by either a Materials Management 13: Contaminated Land and Groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:66: excavated materials off site as waste, the material will 13: Contaminated Land and Groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:67: isolated ‘hotspots’ of contamination and/or potential 13: Contaminated Land and Groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:67: transferred and contaminating other soils or water, 13: Contaminated Land and Groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:68: permit’ a water discharge activity or groundwater

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:77: within the temporary laydown/ compound areas as a (Contaminated Land and Groundwater) and 25

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:84: ground development within strata where groundwater 12: Flood Risk Mitigation

EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:84: be required to reduce the risk of groundwater flooding

EN010103-002507-NZT DCO 7.15.2 - Third ES Addendum Volume II (Figures) - Nov 2022 (D12).pdf:3:Figure 9.2 Groundwater Features and Attributes

EN010103-002324-NZT DCO 9.38 - Applicants' Comments on Deadline 8 Submissions Oct 2022 (D9).pdf:9: Framework CEMP to include the preparation and groundwater

EN010103-002324-NZT DCO 9.38 - Applicants' Comments on Deadline 8 Submissions Oct 2022 (D9).pdf:9: inclusion of a groundwater monitoring

EN010103-002324-NZT DCO 9.38 - Applicants' Comments on Deadline 8 Submissions Oct 2022 (D9).pdf:9: a groundwater quality monitoring plan and a ‘land quality monitoring plan’ as part

EN010103-002324-NZT DCO 9.38 - Applicants' Comments on Deadline 8 Submissions Oct 2022 (D9).pdf:9: and Groundwater APP-092 is to a requirement for a land quality monitoring plan

EN010103-002438-South Tees Development Corporation - Other- STDC’s Final Summary of Outstanding Objections and Closing Submissions.pdf:5: 3.7.7 Requirement no. 13 – Contaminated land and groundwater

EN010103-002409-NZT DCO - 9.45 Written Summary of Oral Submission for ISH6 - Oct 2022 (D11).pdf:10: Redcar Mudstone groundwater body & Tees Sherwood Sandstone WFD groundwater body, provided that the

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:1:Groundwater Vulnerability

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:9:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:9:Groundwater Vulnerability Map pg 7 Yes n/a

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:9:Groundwater Vulnerability - Soluble Rock Risk n/a

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:9:Groundwater Vulnerability - Local Information n/a

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456750

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456500

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456550

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456900

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456950

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456950

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 457050

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12NE 0 1 456300

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456850

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 456900

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456950

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface A12SW 0 1 455950

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface A12NE 0 1 456300

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NW) 0 1 455000

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NW) 0 1 455000

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface A12NE 0 1 456350

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (NW) 0 1 455100

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456650

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456800

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12SE 0 1 456350

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456750

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:13: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 456850

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456850

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 456900

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (E) 0 1 456950

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 457000

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 456700

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12SE 0 1 456300

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12SE 0 1 456400

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456550

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 457000

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 457050

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A12SE 0 1 456450

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456550

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding to Occur at Surface (N) 0 1 455500

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 0 1 456600

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 0 1 456600

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (E) 0 1 457050

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 47 1 456550

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 78 1 456500

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A8SE 78 1 456350

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 93 1 456850

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A8SE 105 1 456450

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:14: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (NW) 119 1 454100

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A8SW 127 1 456050

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 129 1 456850

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 138 1 456800

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: Flooding Type: Limited Potential for Groundwater Flooding to Occur (SE) 142 1 456600

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 146 1 456750

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: BGS Groundwater Flooding Susceptibility

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level (SE) 217 1 456800

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:18: Receiving Water: Groundwater

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:19: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:19: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:20: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:20: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:20: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:20: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:21: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:21: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:21: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:21: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:22: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:22: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:22: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:22: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:23: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:23: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:23: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:23: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:24: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:24: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:24: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:24: Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:24: Groundwater Vulnerability - Soluble Rock Risk

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:44:Groundwater Vulnerability Map

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:45:BGS Groundwater Flooding Susceptibility

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:2: GWDTE Groundwater Dependent Terrestrial Ecosystem

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:3: SPZ Source Protection Zone for groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:4:Table 2.4: Groundwater level monitoring 2021 (m AOD) ………………………………………………. 13

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:4:Figure 2.3: Groundwater contours for the Tidal Flat Deposits ………………………………………… 15

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:4:Figure 2.4: Groundwater contours for the Redcar Mudstone…………………………………………. 15

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:5:1.1.2 The HIA has been prepared to address comments made in respect of groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:7: number of points were raised in respect of the interpreted groundwater conditions

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:7: Development on groundwater and surface water. It should be recognised that the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:10: • Three round of groundwater level and quality monitoring

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:11: restricts the movement of groundwater. It is likely that the Blown Sand and the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:11: which facilitates groundwater movement.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:11: which restricts vertical groundwater flow and that with the underlying low

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:11: Tidal Flat Deposits and that the sand horizon acts as a pathway for groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:11:2.4.5 It is considered that groundwater movement in the Redcar Mudstone is limited and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:11: that the overlying glacial till provides a hydraulic barrier between groundwater in the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:14: of their importance for groundwater. Table 2.3 provides a summary of the aquifer

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:15:2.4.7 The majority of the strata beneath the site is of limited importance as a groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:15: Under the WFD, the Proposed Development is within two designated groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:15: groundwater body WFD designation GB40302G701300. The area west of the River

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:15: Tees is principally within the Tees Sherwood Sandstone groundwater body [WFD

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:15: is within the Tees Mercia Mudstone and Redcar Mudstone groundwater body.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:15:2.4.8 The Tees Mercia Mudstone and Redcar Mudstone groundwater body has a Poor

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:15: saline water ingress. The Tees Sherwood Sandstone groundwater body is at Good

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:15: depth. There are no licensed groundwater abstractions in the vicinity of the PCC Site

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16:2.4.10 Groundwater is present in the Tidal Flat Deposits and in the Redcar Mudstone. In

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16: addition, it is likely that there is perched groundwater in the made ground/fill which

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16: is isolated from the groundwater in the Tidal Flat Deposits sand. As part of the 2021

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16: GI, three rounds of groundwater level and quality monitoring were undertaken in

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16: 2.1 and the results of the groundwater level monitoring are summarised in Table 2.4.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16:2.4.11 The groundwater level monitoring results for the made ground/fill show that water

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16: is considered that where present, the groundwater is a localised perched system.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16:2.4.12 In the Tidal Flat Deposits, the groundwater level varies between 4.20m AOD

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16: Groundwater in the Tidal Flat Deposits flows in generally north north-easterly

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16: direction to the coast. Figure 2.3 shows the groundwater contours for the Tidal Flat

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:17: Table 2.4: Groundwater level monitoring 2021 (m AOD)

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:17: Datum Groundwater Level (m AOD)

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:17:2.4.13 The groundwater levels recorded in the Redcar Mudstone show that the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:17: groundwater within permeable siltstone horizons is confined under pressure and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:17: From a groundwater contour plan for August 2021, it is interpreted that groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:18:2.4.14 The groundwater level in the Tidal Flat Deposits is similar to but slightly higher than

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:18:2.4.15 It is interpreted that groundwater in the Tidal Flat Deposits is in hydraulic continuity

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:19: Figure 2.3: Groundwater contours for the Tidal Flat Deposits

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:19: Figure 2.4: Groundwater contours for the Redcar Mudstone

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:19: Groundwater Quality

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20: groundwater was considered very low to moderate. Asbestos was identified as the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20: Asbestos does not present a risk to groundwater quality and resource value. Impacts

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20: to groundwater quality were considered as being generally minor apart from

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20: in the groundwater. Elevated concentrations of fluoranthene and naphthalene were

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20: groundwater contamination is provided in Appendix 10A of the Environmental

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20:2.4.19 The 2021 ground investigation proved ground and groundwater conditions

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20:2.4.22 The highest TPH concentration in the groundwater was reported for borehole BH03S,

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20:2.4.23 Thiocyanate concentrations in groundwater were generally below 0.25mg/l,

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20: above the screening criteria was reported in groundwater samples taken across the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:21:2.4.24 During the period of groundwater monitoring in 2021, the ammoniacal nitrogen

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:21:2.4.25 In addition to anthropogenic impacts, the groundwater also is affected by naturally

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:21:2.4.27 The laboratory data sheets for the groundwater samples are provided in the AECOM

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:21: impact on groundwater quality:-

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:21: • There was a general increase in ammoniacal nitrogen in the groundwater over the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:21: • Slightly elevated levels of cyanide have been reported in the groundwater across

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:21: • Groundwater in the fill has an elevated pH;

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22: • The natural groundwater quality in the Redcar Mudstone is poor; and,

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22: the risk to controlled waters (groundwater and surface water) outside of the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22:2.5.1 Based on an assessment of the groundwater flow beneath the site, it is considered

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22: likely that groundwater in the Tidal Flat Deposits is in hydraulic continuity with

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22: water is managed by an existing drainage system, unconnected to the groundwater.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22: which are in continuity with groundwater in the Tidal Flat Deposits are located to the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22: that groundwater in the Tidal Flat Deposits discharges.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22: position, significantly higher than the groundwater level in the Tidal Flat Deposits, it

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22: or groundwater. Further details of the SPA are provided in Chapter 9 of the ES [APP-

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:23:2.5.7 There are no Groundwater Dependent Terrestrial Ecosystems in the vicinity of the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:25: Proposed Development to impact on groundwater. Included in their response are

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:25: “Changes to Hydrogeological regime may impact groundwater. 6.2.10 ES Vol I

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:25: groundwater conditions by the EA in their response.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:25:3.1.4 For there to be an impact on groundwater and/or surface water, associated with the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:25: Proposed Development, there must be a source, such as contaminated groundwater,

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:25: active dewatering; a receptor such as groundwater, a borehole supply, watercourse;

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:25: assessment considers the potential impacts on both groundwater level and flow and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:25: groundwater quality during the construction, operation and decommissioning

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:26:3.1.6 The significance/importance of a surface water and groundwater feature within and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:27: Very high Nationally significant Groundwater Principal aquifer providing a

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:27: Groundwater supporting a

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:27: High Locally significant Groundwater Principal aquifer providing a

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:27: Groundwater supporting a

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:27: Medium Of moderate quality Groundwater Secondary A aquifer providing

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:27: Low Lower quality Groundwater Secondary B or

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:28:3.1.7 From a groundwater perspective, the only principal aquifer and a resource of very

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:28: the fill across the site, which could adversely impact groundwater and surface water

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:28: quality. Dewatering of any excavations could change groundwater flow and impact

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:28: on groundwater levels.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:28: potential for local contamination of groundwater and surface water through the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:29: but also acts as a pathway allowing contaminated groundwater to migrate from the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:29: CO2 Gathering Network: Groundwater Level and Flow

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:29: thick and that the groundwater is confined within these with a piezometric level

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: dewatering and no impact on the groundwater level and flow conditions in the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: pits and hence any local, temporary change in the groundwater level and flow

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: CO2 Gathering Network: Groundwater Quality

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: a risk to groundwater quality in any of the underlying strata. It is considered that

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: PCC Site: Groundwater Level and Flow

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: the Tidal Flat Deposits. The groundwater level in the Tidal Flat Deposits is between

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: approximately 3m and 4.7m bgl and groundwater flows to the north north-east from

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: groundwater levels in the Tidal Flat Deposits, it is concluded that Pond 14 is not in

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: hydraulic continuity with the groundwater and hence will not be affected (no

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: of the slag. The platform level for the PCC Site is 7.3m AOD, above the groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: groundwater.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: adverse impacts on the groundwater level and flow in the Tidal Flat Deposits,

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: impacts on the groundwater level and flow in the Sherwood Sandstone aquifer,

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: Proposed Development will result in no change in the groundwater level and flow

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: PCC Site: Groundwater Quality

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: the fill posed a low risk to groundwater in the underlying Tidal Flat Deposits and to

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: hydrocarbons are present in the fill, perched above the groundwater level in old

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: groundwater quality in the Tidal Flat Deposits.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:31: hydraulic gradient of the Proposed Development. The groundwater samples

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: present on the PCC Site, it was considered unlikely that the existing groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: load and result in an improvement in the quality of the groundwater in the Tidal Flat

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: north west of the site to assess groundwater quality in this down gradient migration

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32:3.2.18 The results of the groundwater monitoring during 2021 showed no evidence of

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: significantly contaminated groundwater in the Tidal Flat Deposits, which underlies

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: groundwater in the Tidal Flat Deposits and hence reduce any risk to the SPA. The

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: the PCC will not change the groundwater conditions - level, flow and quality, it is

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: groundwater quality, such works always pose a potential risk from the use and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: CO2 Export Corridor: Groundwater Level and Flow

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: medium importance. As the SPA is not dependent on groundwater in the Tidal Flat

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: groundwater level in the vicinity of the launch pit, resulting in an impact of slight

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: CO2 Export Corridor: Groundwater Quality

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: Coast SPA will have no adverse impact on groundwater quality in the Tidal Flat

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: groundwater quality, it is considered that there will be no change to the SPA and an

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: Other connections: Groundwater Level and Flow

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: above the groundwater level in the Tidal Flat Deposits and hence no dewatering will

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: groundwater level or flow in the superficial deposits as a result of the installation of

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33:3.2.25 As there are no proposals to utilise groundwater from the strata beneath the PCC

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: Site as a source of water supply, there will be no impact on the groundwater level

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: installed either at a shallow depth above the groundwater level in the Tidal Flat

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: Deposits or above-ground and hence will have no impact on groundwater level and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: flow. Therefore, there will be no change in the groundwater flow or quality

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: Other connections: Groundwater Quality

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: groundwater quality in the underlying Tidal Flat Deposits

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:33: groundwater quality. Many of these measures represent environmental best

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:34: • Continued water quality monitoring in relevant waterbodies (groundwater and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:34:3.2.29 As installation of the services will not impact on the groundwater in the Tidal Flat

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:34: groundwater quality. Mitigation measures will be included in the CEMP to control

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:34: adversely affect groundwater quality. Provided that these measures are

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:34: implemented, impacts on groundwater quality in the Tidal Flat Deposits will be

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:34: cumulative impacts on groundwater or surface waters posed by the Proposed

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: quality of the ground and the underlying groundwater resulting in a beneficial

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: Groundwater Level and Flow

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: Proposed Development and hence impacts on groundwater level and flow can be

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: change in the groundwater level and flow conditions during the operational period

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: Groundwater quality

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: Teesmouth and Cleveland Coast SPA / Ramsar directly or indirectly via groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: materials entering the site drainage, groundwater and surface watercourses. These

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: that the impact on groundwater and surface water quality, including on the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35:3.4.1 The potential sources and the impacts of decommissioning on groundwater and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: uncontrolled migration into groundwater and the surface water system.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: that any risks/impacts to groundwater and surface water, including the Teesmouth

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: impact on groundwater level, flow and quality and on surface water quality, during

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:37:4.1.1 This section provides a summary of the anticipated impacts on groundwater and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:37: Groundwater level and flow Groundwater and surface

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:37:4.1.4 Further groundwater monitoring is necessary to confirm the impact on groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:37: However, based on the results of groundwater quality samples from boreholes down

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:37: significant groundwater contamination migrating from the existing site.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:39: the groundwater in the Tidal Flat Deposits within the PCC site;

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:39: • The groundwater quality in the Redcar Mudstone is poor attributed either to the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: • Changes to groundwater level and flow in the Tidal Flat Deposits due to the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: • It is concluded that there will be no significant impact on groundwater level and

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: • Slight adverse impacts are predicted on groundwater quality as a result of the

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: the risks of future contamination of the groundwater in the Tidal Flat Deposits;

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: effects on groundwater or on the integrity of the Teesmouth and Cleveland Coast

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40:5.2.1 The ground investigation carried out in 2021 included the installation of groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: are drilled in this area to confirm the impact of the existing site on groundwater

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: the construction activities on groundwater level and quality in the Tidal Flat Deposits.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: the natural variations in groundwater level and quality and to establish a database

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: to assess the potential impacts on the groundwater flow and quality in the strata

EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:28: offsite receptors So I would the soils and groundwater to buried

EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:28: gaps groundwater. To inform ongoing

EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:28: groundwater and ground gas

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: groundwater. Future site users may also be affected by the presence

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: groundwater, particularly during earthworks. Construction workers

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: groundwater. Maintenance workers may also be at risk from ground

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8:ground facilities) groundwater has been assumed for workers maintaining above-

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: buildings from contamination in soil and groundwater including

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: Significant groundwater receptors within the superficial geology at

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8: Significant groundwater receptors within the bedrock geology at the

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:9: groundwater. Off-site receptors may also be affected by the

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:9: groundwater is envisaged if works are carried out in accordance with

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:10: 7. Leaching to groundwater

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:10: 8. Corrosion/ chemical attack Groundwater (7) Mild Low Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:10: Groundwater (7) Medium Low Moderate/Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:11: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:11: Groundwater (7) Mild Low Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:11: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:12: 7. Leaching to groundwater Surface Water (6) Mild Low Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:12: 8. Corrosion/ chemical attack Groundwater (7) Mild Low Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:12: Groundwater (7) Mild Low Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:13: 7. Leaching to groundwater

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:13: Groundwater (7) Medium Low Moderate/Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:13: Groundwater (7) None n/a n/a

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:14: 7. Leaching to groundwater Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:14: Groundwater (7) Medium Low Moderate/Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:14: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:15: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:15: 7. Leaching to groundwater Surface Water (6) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:15: 8. Corrosion/ chemical attack Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:15: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:16: Groundwater (7) Mild Low Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:16: Groundwater (7) Medium Low Moderate/Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:17: Groundwater (7) None n/a n/a

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:17: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:18: 7. Leaching to groundwater Infrastructure (8) None n/a n/a

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:18: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:18: Groundwater (7) Mild Low Low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:19: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:19: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:20: 7. Leaching to groundwater

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:20: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:20: 7. Leaching to groundwater Surface Water (6) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:20: 8. Corrosion/ chemical attack Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:20: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:21: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:21: Groundwater (7) None n/a n/a

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:22: Groundwater (7) None n/a n/a

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:22: 7. Leaching to groundwater Surface Water (6) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:22: 8. Corrosion/ chemical attack Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:22: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:23: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:23: Groundwater (7) Minor Low Very low

EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:24: Groundwater (7) Minor Low Very low

EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:11: Groundwater resources, primarily within the Sherwood

EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:13: meeting to discuss Relevant contaminated land and groundwater issues.

EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:19: surface water and groundwater bodies during construction and

EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:20: groundwater during construction and operation of the Proposed

EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:20: Land Contamination Requirement 13 (Contaminated land and groundwater) of the

EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:20: and Groundwater draft DCO (Document Ref. 2.1 APP-005) are appropriate.

EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:20: an assessment of groundwater flooding risk will be undertaken in

EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:38: flooding from drainage Infrastructure, artificial, groundwater or surface water sources.

EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:40: and groundwater’, 13 ‘Construction and environmental management plan’, 16 ‘Surface and foul

EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:49: those on priority substances and groundwater. within the sub-soil.

EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:49: Paragraph 5.15.9 states that the risk of impacts on the water environment can The soil and groundwater condition at the site are considered to be low risk given the

EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:60: The soil and groundwater condition at the site are considered to be low risk given the presence of low permeability

EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:68: groundwater, construction working hours and traffic management;

EN010082-000499-_DOC_40066269(1)_DEADLINE 2_ EM v2 (Formatted - Clean).pdf:17:Contaminated land and be suspended if contaminated land or groundwater is encountered in

EN010082-000499-_DOC_40066269(1)_DEADLINE 2_ EM v2 (Formatted - Clean).pdf:17:groundwater excavations. In the event such contamination is encountered, investigation

EN010082-000012-Scoping Opinion.pdf:29: the ES. Groundwater is the potential pathway for discharge of liquids

EN010082-000012-Scoping Opinion.pdf:44: groundwater. Under the terms of the Directive, Member States are

EN010082-000012-Scoping Opinion.pdf:45:  groundwater activities; and

EN010082-000012-Scoping Opinion.pdf:98:surface and groundwater, and drinking water supplies such as wells, boreholes and

EN010082-000012-Scoping Opinion.pdf:101: should assess the potential off-site effects of emissions to groundwater (e.g. on

EN010082-000012-Scoping Opinion.pdf:106: potential to impact on surface and groundwaters

EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:15:Contaminated land and groundwater

EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:7: 1, address the risks of contaminated land during Contractor groundwater

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:8: 24. Volume Monitoring programme for groundwater. Construction Main Works CEMP 13.Construction

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:10: 1, to travel to the underlying groundwater will be Contractor environment management

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:10: appropriate mitigation identified. Moreover, the groundwater

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: would be agreed with the regulators before the groundwater

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: 1, risk requiring vapour / gas mitigation measures, Contractor groundwater

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: groundwater contamination.

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: disposal. Treatment will likely comprise absorbent groundwater

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:14: groundwater

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:14: CEMP will include provision for a temporary groundwater

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:19: 80. Volume Surface water and groundwater monitoring plan Decommissioning Main Works DCO 25. Decommissioning

EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:21: 1, contaminants to travel to underlying groundwater Contractor

EN010082-000654-TEES Final Recommendation Report and Errata.pdf:29: groundwater bodies and their ecosystems and improve the quality of

EN010082-000654-TEES Final Recommendation Report and Errata.pdf:29: surface and groundwater bodies by progressively reducing pollution and

EN010082-000654-TEES Final Recommendation Report and Errata.pdf:173:Contaminated land and groundwater

EN010082-000654-TEES Final Recommendation Report and Errata.pdf:173:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000173-EN010082-6.2.2-ES Chapter 2-Legislation Policy and Guidance-Final-November 2017.pdf:11: excessive drainage, interference with groundwater flow pathways, mobilisation of

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:10:and Contamination Directive) water bodies including ground waters by 2015. The primary requirement is that groundwater is

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:10: protected at least to the same level as that required by the Groundwater Directive (see below).

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:10: EU Directive 2006/118/EC (the Groundwater Transposed into UK law through the Environmental Permitting (England and Wales) Regulations

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:10: Groundwater Directive 80/68/EEC) 93 WRA 1991 (Water Protection Zones); Part 2A EPA 1990 and associated regulations.

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:28: infiltrating to groundwater. contractor will comply with:

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:32: contamination and groundwater an option of last resort.

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:32: The potential to create pathways for contaminants to travel to the underlying groundwater

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:33: gas resulting from soil and groundwater contamination.

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:34: x the risk to surface water and groundwater from run-off from any contaminated

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:3: geology, hydrogeology, land and water quality, including groundwater and

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:3: quality including groundwater and surface water resources relate mostly to

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:4: • potential mobilisation of contamination into groundwater during

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:4: construction (and decommissioning) and potential effects on groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:5: surrounding land, watercourses, surface and groundwater, and drinking water supplies such

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:11: around potable groundwater abstractions.

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:12: that groundwater is protected at least to the

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:12: Groundwater Directive (see below).

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:13: (the Groundwater Environmental Permitting (England and

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:13: Groundwater Directive 1999 (works notices); Section 93 WRA 1991

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:15: groundwater and / or the atmosphere via evapotranspiration.

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: • Groundwater Pollution Prevention Principles (GP3), Environment Agency,

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17:6.2.3 Detailed Assessment of Effects on Groundwater Resources

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17:6.35 Impacts on groundwater resources are considered by combining an

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: • the baseline value of groundwater, either as potable resource or in its

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: scale) of groundwater quality degradation due to the Project activities,

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17:6.36 In the context of the groundwater underlying the Project Site, two criteria

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: • the extent to which the groundwater resource provides, or could provide,

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: • the extent to which the groundwater resource plays an ecosystem or

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: groundwater base flow contribution, maintaining soil structure,

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17:6.37 For groundwater quality, both from anthropogenic pollutants and naturally

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: occurring processes, the significance of potential effects on groundwater are

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: and vulnerability) criteria to groundwater are shown in Table 6.6

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17:Table 6.6 Value Criteria for Groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: Low Groundwater in deep aquifers, of poor chemical quality (saline, contaminated or

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: Medium Groundwater of moderate quality (e.g. marginally potable) not locally abstracted,

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: groundwater only distantly contributing to surface water base flow

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:17: drinking, domestic and other purposes. Groundwater hydraulically connected to

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:18:6.38 The magnitude of impacts on groundwater is determined by considering the

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:18:Table 6.7 Spatial and Temporal Extent of Groundwater Impact

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:18: Medium Change over a moderate to large area, likely to adversely affect the groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:18: Small Change likely to adversely affect the quality/value of the groundwater criteria

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:18: for groundwater pollutants. No effect detectable or recovery within a very short

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:21: regarding soils and geology, land quality, hydrogeology (groundwater), and

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:32:6.89 For groundwater, EA digital mapping indicates that the superficial till

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:32: low permeability deposits with marginal groundwater storage / productivity

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:32: characteristics). No active groundwater abstractions are known to be present

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:32: groundwater Source Protection Zone (SPZ) of any type. The UK EA no

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:32: longer update the Water Framework Directive (WFD) groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:32: classifications, however, the 2015 SCR indicates that groundwater resources at

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: • direct / dermal contact with contaminated soils and / or groundwater;

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: • ingestion of contaminated soils and groundwater;

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: • inhalation of groundwater derived vapours.

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: groundwater;

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: • lateral migration of shallow groundwater to nearby surface waters;

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: affected by direct contact with contaminated soil and / or groundwater.

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34: layers which may store and yield limited amounts of groundwater due to localised

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34: groundwater storage / productivity characteristics).

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34:6.100 No active groundwater abstractions are known to be present within 1 km of

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34: the Project Site and the Project Site does not lie within a groundwater Source

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34: Framework Directive (WFD) groundwater classifications, however, the 2015

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34: SCR indicates that groundwater resources at the Project Site have previously

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:34:6.101 One discharge consent to groundwater is reported within 1 km of the Project

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35:6.102 The 2015 SCR investigation (Annex D3) reported that groundwater strikes

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: between groundwater, however, the differing groundwater elevations and

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: general absence of a distinct groundwater strike (during drilling) indicates

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: that the shallow groundwater is likely to be perched and discontinuous across

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: groundwater monitoring wells were installed and level measurement was

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: undertaken across the Project Site, with resting groundwater levels reported

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35:6.104 Based on a groundwater contour plot, created using the results of this

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: groundwater level monitoring, Environ assessed groundwater flow to be

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35:6.3.13 Groundwater – Baseline Conditions

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35:6.105 A total of 14 groundwater samples were recovered from the Project Site as

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: hydrocarbons and PAH were present in the groundwater underlying the

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: contamination of groundwater and the risk to controlled waters was assessed

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35:6.106 With regards to human health risks associated with groundwater derived

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: vapours, a single exceedance of Environ’s human health groundwater vapour

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: screening value (commercial land use) was reported in the groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:35: groundwater). In this case, given that no free phase product was in fact

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36: observed during groundwater monitoring at the Project Site, it is considered

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36: Groundwater Quality and Resource Value

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36: shallow groundwater is likely to be perched / discontinuous across the Project

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36: Site, with the true / permanent groundwater table determined to be at a depth

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36: of greater than 5.0 m (i.e. the permanent groundwater table was not

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36: indicate that the shallow groundwater in the area is not extracted for potable

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36:6.108 Based on the above, and given that groundwater in the area has previously

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36: the resource value of groundwater at the Project site to be ‘negligible’.

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:39: 727 South 1996 Cat. 3 Oils - Other Groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:40:609 (northeast) Imperial Chemical Cavities Ws10/Ws11, Trade Effluent Groundwater Active

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:42:6.125 It is not anticipated that land quality issues, groundwater, surface water and

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43: influence groundwater and / or surface water quality through the

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:43: surface water / groundwater quality could also contribute to additional

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44:6.132 In terms of impact assessment, the shallow groundwater has been assessed to

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44: the shallow groundwater locally.

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:46:pits groundwater excavation

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:Environment including Groundwater and Surface Water Resources

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48:redistribution present) to groundwater excavation

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48:removal) of groundwater laterally to create pathways via

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:49: underlying groundwater excavation

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:49: groundwater and potentially • Minimise potential to

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:49: groundwater to dewatering and contaminated land during

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:49: groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:50: groundwater infiltration and address the risks of

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:50: system (flow and groundwater contaminated land during

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:50: for groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:51:substances groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:52: groundwater monitoring

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53: • Impacts on soil quality, groundwater and watercourses could potentially

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:55: groundwater Environmental

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:55:Environment including Groundwater and Surface Water Resources

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:55:and roads groundwater. use of (SUDS) where

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:56:of waste and groundwater. to the • Bunds will provide 110% of

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:59: disturbance which migrate into groundwater and nearby watercourses.

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:60: affect infiltration rates into the groundwater.

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:60:6.156 These potential impacts on surface water / groundwater quality could also

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:62: groundwater volatile contaminated land

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:63:Environment including Groundwater and Surface Water Resources

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:64: from storage and groundwater planning and training

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:64: groundwater. This

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:66:of the Made groundwater. This groundwater during excavation

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67: quality with groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67:hardstanding and groundwater leaching create pathways via Significant

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67: shallow groundwater • Surface water and

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67: groundwater. This groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67:services contaminated groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67: groundwater. This through

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67: groundwater

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:71: • Groundwater Pollution Prevention Principles (GP3), Environment Agency,

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:71: underlying groundwater will be minimised through appropriate design of

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:76: underlying groundwater through appropriate decommissioning of pilings.

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:76: relation to ground conditions and contamination, groundwater and surface

EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:77:6.194 The soil and groundwater condition at the site are considered to be low risk

EN010082-000395-7 9 - Tees CCPP - SoCG Statement of Commonality - Deadline 2.pdf:9: Groundwater and land

EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:14:Contaminated land and groundwater

EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:14:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000267-TEES CCPP Section 55 Acceptance of Applications Checklist Final.pdf:19: whether there are any groundwater WFD waterbodies in the vicinity of the Proposed Development which could be affected.

EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:8: groundwater. separators in surface water drainage

EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:10: groundwater control measures including:

EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:11: groundwater from run-off from any

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:8: fluvial, tidal, groundwater, overland flow and artificial sources;

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:8: groundwater levels, soil permeability, groundwater vulnerability and

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:10:  groundwater flooding; and

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:14: the Project or surrounding land from fluvial, tidal, groundwater, overland

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:15: Groundwater Flood Risk

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:15:C1.50 Groundwater flooding occurs when water stored below ground reaches the

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:15: leading to overland flow. Groundwater flooding is commonly associated with

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:15: and yield limited amounts of groundwater due to localised features such as

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:15: Project Site has the potential for groundwater flooding to occur at the surface,

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:16: tidal, groundwater, or artificial sources within the vicinity of the Project Site.

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:16: flooding, namely fluvial, tidal, groundwater, overland flow and artificial

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:17: flooding, namely fluvial, tidal, groundwater, overland flow and artificial

EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:19: flooding, namely fluvial, tidal, groundwater, surface water, or artificial

EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:10:and Contamination Directive) water bodies including ground waters by 2015. The primary requirement is that groundwater is

EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:10: protected at least to the same level as that required by the Groundwater Directive (see below).

EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:10: EU Directive 2006/118/EC (the Groundwater Transposed into UK law through the Environmental Permitting (England and Wales) Regulations

EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:10: Groundwater Directive 80/68/EEC) WRA 1991 (Water Protection Zones); Part 2A EPA 1990 and associated regulations.

EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:27: infiltrating to groundwater. General guide to the prevention of pollution;

EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:29: contamination and groundwater an option of last resort.

EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:30: The potential to create pathways for contaminants to travel to the underlying groundwater

EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:30: gas resulting from soil and groundwater contamination.

EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:31:  the risk to surface water and groundwater from run-off from any contaminated

EN010082-000556-7.4 - Tees CCPP - Environment Agency SoCG - DRAFT UNSIGNED - 22.08.18.pdf:3: Groundwater and land contamination …………………………………………………………………………………………………… 7

EN010082-000556-7.4 - Tees CCPP - Environment Agency SoCG - DRAFT UNSIGNED - 22.08.18.pdf:9: RCBC, who is responsible for managing local sources of flooding from surface water, groundwater and

EN010082-000556-7.4 - Tees CCPP - Environment Agency SoCG - DRAFT UNSIGNED - 22.08.18.pdf:10: Groundwater and land contamination

EN010082-000556-7.4 - Tees CCPP - Environment Agency SoCG - DRAFT UNSIGNED - 22.08.18.pdf:10:2.34 It is agreed that the EA has no comments to make in respect of groundwater and contamination impact

EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:27:21.3 From a land and groundwater resource perspective, potential effects during the construction phase of the

EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:27:21.4 The soil and groundwater conditions at the Site are considered to be of low vulnerability given the

EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:27: presence of low permeability deposits near to the surface that act to restrict the movement of groundwater

EN010082-000551-8.54 - Explanatory Memorandum - Tracked (v3).pdf:19:Contaminated land and suspended if contaminated land or groundwater is encountered in

EN010082-000551-8.54 - Explanatory Memorandum - Tracked (v3).pdf:19:groundwater excavations. In the event such contamination is encountered, investigation

EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:15:Contaminated land and groundwater

EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:15:Contaminated land and groundwater

EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:15: groundwater, which is likely to cause significant harm to persons or pollution of controlled

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:4: Chapter excavation. groundwater

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:7: 24. 5.23 Volume Monitoring programme for groundwater. Construction Main Works CEMP 13.Construction Tertiary

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:9: Chapter groundwater will be minimised through management plan

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:9: workers ’safety information sheet’ is prominently groundwater

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: groundwater

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: Chapter measures, monitoring would be carried out and groundwater

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: resulting from soil and groundwater

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:11: capture of the contaminated water prior to groundwater

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:14: groundwater

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:14: deal with surface water runoff within the groundwater

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:22: 80. 5.83 Volume Surface water and groundwater monitoring plan Decommissioning Main Works DCO 24. Tertiary

EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:24: Chapter groundwater through appropriate

EN010082-000388-7 2 - Tees CCPP - SoCG with NE - Signed_Redacted.pdf:12: • 10. Contaminated land and groundwater;

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:9: deposits with marginal groundwater storage / productivity characteristics).

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:9:D1.16 No active groundwater abstractions are known to be present within 1km of

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:9: the Project Site and the Project Site does not lie within a groundwater Source

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:9: Framework Directive (WFD) groundwater classifications public, however, the

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:9: 2015 SCR indicates that groundwater resources at the Project Site were

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:9:D1.17 The 2015 SCR report states that groundwater flow direction is likely to be to

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:9:D1.18 Based on the above, ERM considers groundwater resources at the Project Site

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:13: Project Site, and the recovery of soil and groundwater samples. Groundwater

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:15:D1.32 Distinct groundwater strikes were not generally recorded during the drilling

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:15:D1.33 A total of 27 soil samples and 14 groundwater samples were recovered as part

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:15: were detected in groundwater at the Project Site. Regarding these,

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:16: Programme (SPMP) groundwater ‘limits’ (as applied during the

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:16: widespread contamination of groundwater and the risk to controlled

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:16: were identified in groundwater above the Environ screening criteria

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:16: findings of this report indicated a potential risk to land and groundwater from

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:17:D1.38 This report also provides a summary of groundwater monitoring completed at

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:17: shallow groundwater”.

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:24: have been completed at the Project Site and limited soil / groundwater

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:25: groundwater at the Project Site, including occasional exceedances of the

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:25: Environ’s Human Health GAC relating to groundwater vapour inhalation

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:25:  SPMP Groundwater Monitoring, 1997 - 2013 – The 2015 SCR states that

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:25: “Biannual groundwater monitoring of seven groundwater monitoring wells was

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:25: were identified in groundwater, the source of which may have been activities

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:26: Controlled waters – groundwater  

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:27: groundwater, risk assessment of the onsite permanent receptors is considered

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:27: Groundwater

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:27: deposits with marginal groundwater storage / productivity characteristics).

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:27:D1.70 No active groundwater abstractions are known to be present within 1km of

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:27: the Project Site and the Project Site does not lie within a groundwater Source

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:27: Protection Zone (SPZ) of any type. The groundwater resources at the Project

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28:  direct / dermal contact with contaminated soils and / or groundwater;

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28:  ingestion of contaminated soils and groundwater;

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28:  inhalation of groundwater derived vapours.

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28: groundwater;

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28:  lateral migration of shallow groundwater to nearby surface waters;

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28:  direct contact with contaminated soil and / or groundwater.

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:29: groundwater. Considered concrete and coal.

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:29: Groundwater Flow

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:29: Migration Mudstone Bedrock Groundwater Flow

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30: Groundwater Vapours

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30: groundwater vapour screening value (commercial land use) was reported in

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30: the groundwater analytical data. Specifically, this related to a 100ug/L

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30: may form within the groundwater). In this case, given that no free phase

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:30: product was in fact observed during groundwater monitoring at the Project

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:31:D1.81 Regarding risks to human health via the inhalation of groundwater vapours,

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:31: Groundwater (GACGW), based on the partitioning of vapours from

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:31: groundwater and subsequent migration through the unsaturated subsurface,

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:31: groundwater. As such, ERM does not consider the detected dissolved

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:31: into contact with the shallow groundwater at the Project Site via vertical

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:31: rainwater. Once present in the shallow groundwater these contaminants may

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:31: migrate laterally within groundwater flow itself or via preferentially

EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:54:Q1.12.6 Applicant Paragraph C1.48 of Annex C APP-064 states that the updated flood map for Surface water flooding and groundwater flooding are two separate processes.

EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:54: 066] also shows the potential for groundwater flooding. renamed by the EA as RoFSW) to be an artefact of the digital elevation model used in the generation of the map. This is common in

EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:54: As stated at C1.51, although the BGS flood map suggests that the eastern extent of the Site has the potential for groundwater flooding

EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:54:Q1.12.7 Applicant In paragraph C1.59 of Annex C APP-064 it is asserted that climate change is Paragraph C1.59 APP-064 specifically states that climate change is unlikely to increase flooding from tidal, groundwater, and

EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:54: With regards to groundwater flooding, any climate change influence is likely to be associated with increased rainfall intensity, which

EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:301: The soil and groundwater condition at the Project Site are considered to be

EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:301: that act to restrict the movement of groundwater for example. Whilst there

EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:10:and Contamination Directive) water bodies including ground waters by 2015. The primary requirement is that groundwater is

EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:10: protected at least to the same level as that required by the Groundwater Directive (see below).

EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:10: EU Directive 2006/118/EC (the Groundwater Transposed into UK law through the Environmental Permitting (England and Wales) Regulations

EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:10: Groundwater Directive 80/68/EEC) WRA 1991 (Water Protection Zones); Part 2A EPA 1990 and associated regulations.

EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:27: infiltrating to groundwater. contractor will comply with:

EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:30: contamination and groundwater an option of last resort.

EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:31: The potential to create pathways for contaminants to travel to the underlying groundwater

EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: gas resulting from soil and groundwater contamination.

EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32:  the risk to surface water and groundwater from run-off from any contaminated

EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:10: EU Directive 2006/118/EC (the Groundwater Transposed into UK law through the Environmental Perm

EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:10: Groundwater Directive 80/68/EEC) WRA 1991 (Water Protection Zones); Part 2A EPA 1990 an

EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:27: infiltrating to groundwater. contractor will comply with:

EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:30: contamination and groundwater will not result in an increase in contamination related risks;

EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:31: − the risk to surface water and groundwater from run-off from

EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:32: contamination and groundwater an option of last resort.

EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:33: The potential to create pathways for contaminants to travel to the underlying groundwater

EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: gas resulting from soil and groundwater contamination.

EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34:  the risk to surface water and groundwater from run-off from any contaminated

EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:15:Contaminated land and groundwater

EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:15: groundwater, which is likely to cause significant harm to persons or pollution of controlled

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:6:BGS Groundwater Flooding Susceptibility pg 1 Yes Yes Yes n/a

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:6:Groundwater Vulnerability pg 31 Yes n/a n/a n/a

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding to Occur at Surface A6NE 0 2 456527

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding to Occur at Surface A6SE 130 2 456527

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding to Occur at Surface A6SE 227 2 456300

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A6SE 229 2 456350

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 255 2 457000

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 259 2 457050

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 270 2 456900

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 270 2 456950

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NW 271 2 456850

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A6SE 288 2 456400

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 290 2 457050

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 295 2 456950

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 304 2 456900

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7SW 313 2 456850

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 325 2 457050

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Limited Potential for Groundwater Flooding to Occur A7NE 340 2 456950

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Limited Potential for Groundwater Flooding to Occur A7SE 342 2 456900

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A6SE 350 2 456450

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7SW 373 2 456550

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7SE 374 2 456950

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 380 2 457000

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:10: Flooding Type: Limited Potential for Groundwater Flooding to Occur A7SW 391 2 456600

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A6SE 405 2 456500

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7SW 407 2 456750

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7SW 420 2 456550

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7NE 440 2 457200

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Flooding Type: Limited Potential for Groundwater Flooding to Occur A7SW 448 2 456850

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A8NW 459 2 457250

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A6SE 459 2 456527

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Flooding Type: Potential for Groundwater Flooding of Property Situated Below Ground Level A7SE 469 2 456900

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Flooding Type: Limited Potential for Groundwater Flooding to Occur A8NW 482 2 457250

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:15: Discharge Groundwater

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:33: Receiving Water: Groundwater

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:40: Groundwater Vulnerability

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:85:Groundwater Vulnerability

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:86:BGS Groundwater Flooding Susceptibility

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:92:Groundwater Vulnerability

EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:29: groundwater bodies and their ecosystems and improve the quality of

EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:29: surface and groundwater bodies by progressively reducing pollution and

EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:173:Contaminated land and groundwater

EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:173:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000186-EN010082-6.2.15-ES Chapter 15-Major Accidents-Final-November 2017.pdf:17: • quality, surface and groundwater resources and landscape; and

EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:14:Contaminated land and groundwater

EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:14:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000350-Placeholder for ExA's Written Questions.pdf:51: GFS Data in Annex D2 APP-066 also shows the potential for groundwater flooding.

EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:15:Contaminated land and groundwater

EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:15:Contaminated land and groundwater

EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:15:Contaminated land and groundwater

EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:15:Contaminated land and groundwater

EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:14:Contaminated land and groundwater

EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:14:10. (1) If, during construction of the authorised development, contaminated land or groundwater, which is

EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:15:Contaminated land and groundwater

EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:15: groundwater, which is likely to cause significant harm to persons or pollution of controlled

EN010082-000552-8.53 - Explanatory Memorandum - Clean (v3).pdf:18:Contaminated land and be suspended if contaminated land or groundwater is encountered in

EN010082-000552-8.53 - Explanatory Memorandum - Clean (v3).pdf:18:groundwater excavations. In the event such contamination is encountered, investigation

EN010082-000477-Applicant’s Comments on the Environment Agency’s Responses to the Examiner’s Written Questions D3.pdf:15: Risk Assessment APP-064? If not, please provide details of managing local sources of flooding from surface water, groundwater and

EN010082-000477-Applicant’s Comments on the Environment Agency’s Responses to the Examiner’s Written Questions D3.pdf:16: from surface water, groundwater and small (“ordinary”) watercourses.

EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:13:0.38 The soil and groundwater conditions at the Project Site are considered to be of

EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:13: surface that act to restrict the movement of groundwater for example. Whilst

EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:15:Contaminated land and groundwater

EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000595-8.71 - Tees CCPP - Explanatory Memorandum - Tracked (Version 4).pdf:20:Contaminated land and suspended if contaminated land or groundwater is encountered in

EN010082-000595-8.71 - Tees CCPP - Explanatory Memorandum - Tracked (Version 4).pdf:20:groundwater excavations. In the event such contamination is encountered, investigation

EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:10:and Contamination Directive) water bodies including ground waters by 2015. The primary requirement is that groundwater is

EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:10: protected at least to the same level as that required by the Groundwater Directive (see below).

EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:10: EU Directive 2006/118/EC (the Groundwater Transposed into UK law through the Environmental Permitting (England and Wales) Regulations

EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:10: Groundwater Directive 80/68/EEC) 93 WRA 1991 (Water Protection Zones); Part 2A EPA 1990 and associated regulations.

EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:28: infiltrating to groundwater. contractor will comply with:

EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:32: contamination and groundwater an option of last resort.

EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:32: The potential to create pathways for contaminants to travel to the underlying groundwater

EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:33: gas resulting from soil and groundwater contamination.

EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:34:  the risk to surface water and groundwater from run-off from any contaminated

EN010082-000189-EN010082-6.2.18-ES_Chapter 18-Conclusions-Final-November 2017.pdf:3: • Potential impacts on soils and groundwater are amenable to tried and

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:5:6 Groundwater Monitoring 11

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:6: 27th March Groundwater Monitoring Results for Boreholes MW1 to MW7, ‘VANTAGE’ Date

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:7: 2008 to 2013 Groundwater Monitoring Results from Boreholes 1 to 7, analysed by

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:8:groundwater resources. The site is underlain by unproductive strata relating to superficial

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:8:least 11m in thickness (although, not directly beneath the site). Groundwater flow towards

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:8:the north based on average resting groundwater levels detected in the seven (7) monitoring

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:8:The groundwater beneath the site is classified as having ‘good’ quantitative status and ‘poor’

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:8:groundwater abstraction licenses within 2km of site.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:9:Previous groundwater monitoring1 has identified moderate concentrations of total petroleum

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:9:hydrocarbons and metals in groundwater, the source of which may have been current

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:9: Groundwater Monitoring Results for Boreholes MW1 to MW7, ‘VANTAGE’ Date Range Summary Report, dated

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:9:27th March 2006 and Groundwater Monitoring Results from Boreholes 1 to 7, analysed by Northumbrian Water

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:11:According to the above documentation, biannual groundwater monitoring of the seven (7)

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:11:existing groundwater monitoring wells on-site (BH01 to BH07) was undertaken between

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:11:Groundwater concentration ‘limits’ for the above determinands were provided within Annex E

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:11:(discussed further in Section 8), the limits are applicable to the groundwater analytical

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:16:6 Groundwater Monitoring

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:16:According to the above documentation, biannual groundwater monitoring of the seven (7)

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:16:existing groundwater monitoring wells on-site (BH01 to BH07) was undertaken between

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:16:The 2015 groundwater results were compared with groundwater reference data obtained

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:groundwater investigation of the former Teesside Power Station. The investigation was

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:with previous soil and groundwater data to assess if the condition of the ground has

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:Proposed drilling and soil and groundwater sampling locations were discussed and verbally

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:5.0m bgl and installed as groundwater monitoring wells to facilitate assessment of the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:groundwater conditions on-site. A groundwater monitoring visit was undertaken to collect

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:Soil and groundwater samples were analysed by a UKAS and MCERTS accredited

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:18:x In groundwater, concentrations of metals, sulphate, TPH and PAH exceeded laboratory

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:19: consistently in all locations. Groundwater analytical results were also compared with the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:19: inhalation via contaminant vapour from groundwater. Aliphatic TPH in the range C12-

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:19: spaces. Concentrations detected in groundwater are not considered to represent

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:19: significant widespread contamination in groundwater. The conceptual site model and

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:19:x The 2015 groundwater results were compared with groundwater reference data obtained

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:4.8 Groundwater 23

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:6 Groundwater Assessment 31

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:6.2 Groundwater Analytical Results 31

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:6.4 Discussion – Groundwater Results 35

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:6.5 Comparison with Previous Groundwater Monitoring Data 36

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:24:6.6 Discussion of Groundwater Condition 39

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:25:Table 6.1: Exceedances of Groundwater Assessment Criteria 33

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:25:Table 6.2: Groundwater Concentrations Comparison with Previous Data and Limits 37

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:26:groundwater contamination to be present associated with the use and storage of oils and

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:26: groundwater data to assess if contamination has been caused as a result of

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:26:JPC/KW/LUKP22-19584-01 (soils) and JPC/KW/LUKP22-19584-03 (groundwater), both

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: x the groundwater investigation comprised drilling of up to six (6) boreholes by window

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: groundwater monitoring wells to a maximum depth of 5.0m bgl to assess

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: groundwater conditions on-site;

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: identified in groundwater borings. Samples were submitted to an independent

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: x groundwater monitoring of the seven (7) existing wells and seven (7) newly installed

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: x a total of fourteen (14) groundwater samples were submitted to an independent

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:28: including the ground and groundwater conditions and summarises field

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:28:Section 6: summarises the laboratory chemical analysis results for groundwater and

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:28: and drinking water standards secondarily. Groundwater results are compared

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:30:According to the above documentation, biannual groundwater monitoring of the seven (7)

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:30:existing groundwater monitoring wells on-site (BH01 to BH07) was undertaken between

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:30:Groundwater concentration ‘limits’ for the above determinands were provided within Annex E

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:30:to correspondence with the EA, the limits are applicable to the groundwater analytical results

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:groundwater from activities undertaken on the site. Notable volumes of oil and chemicals

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:decommissioning phase. Groundwater monitoring results from seven (7) groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:shallow groundwater.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:boundary. There are no sensitive surface or groundwater abstractions within 2km of the site.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:Previous groundwater monitoring identified moderate concentrations of total petroleum

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:hydrocarbons and metals in groundwater, the source of which may have been associated

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:with the use of the site as a Power Station. Groundwater levels ranged from 0.55m below

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:releases to soil and groundwater may have occurred during the operational stage, including

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:33: groundwater resources. The site is underlain by Unproductive Strata relating to the superficial

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:34: (although, not directly beneath the site). Groundwater flow is anticipated to be towards the north

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:34: based on average resting groundwater levels detected in the seven (7) monitoring wells on-site,

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:34: The groundwater beneath the site is classified as having ‘good’ quantitative status and ‘poor’

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:34: The site is not located within a designated Source Protection Zone. There are no groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:35: Previous groundwater monitoring has identified moderate concentrations of total petroleum

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:35: hydrocarbons and metals in groundwater, the source of which may have been current activities on-

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: x Ingestion and direct contact with potentially contaminated groundwater;

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: x Vertical migration of potential contaminants in soil impacting groundwater underlying the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: x Inhalation of vapours from concentrations in the soil and / or groundwater; and

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: x Off-site migration of contaminants in groundwater.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: x Groundwater underlying the site present in the superficial deposits (gravel and sand lenses

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: x Groundwater underlying the site present in the solid geology of Redcar Mudstone,

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: the early 1990s to 2015. Direct contact with Site visitors and maintenance Low to Moderate. Potential for groundwater contamination

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: groundwater operational phase of Teesside Power Station identified groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: Leaching to Groundwater present within Low - Moderate. Potential for contamination identified during

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: Groundwater & lenses / bands of gravel and operational and decommissioning phases. Moderate metal and

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: Groundwater Flow. sand within the superficial TPH concentrations have been detected in shallow groundwater.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: deposits of Till. However, groundwater present in superficial deposits is likely to be

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: poor chemical groundwater quality.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: Groundwater (Secondary B Low to Moderate. Potential for contamination identified. Moderate

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:37: of Redcar Mudstone groundwater. The presence of underlying low permeability deposits

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: are no groundwater abstraction licenses within 2km of site. The site

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: is situated in an area of poor chemical groundwater quality.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: groundwater present in operation and decommissioning. Modest contamination by metals

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: the superficial deposits. and TPH has been identified in shallow groundwater. Groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: Potential current and Leaching onto site in Groundwater present within Low to Moderate: Potential contamination sources from off-site

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: historical off-site Groundwater & lenses / bands of gravel and activities to the north and east identified. Shallow groundwater is

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: contamination sources in the Groundwater Flow. sand within the superficial likely to be perched and discontinuous, and groundwater flow

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: Groundwater (Secondary B Low to Moderate. Potential contamination sources from off-site

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: Aquifer) in the solid geology activities to the north and east identified. Groundwater flow direction

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: Volatilisation Human health via Low. If contaminants are present in groundwater on-site and have

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:39:groundwater monitoring was undertaken on the 13th, 16th and 16th March 2015 which

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:39:the findings of the 1990 Cremer and Warner report, and to install groundwater monitoring

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:39:wells for the groundwater assessment. The locations were agreed with the Environment

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:40: groundwater conditions in the west of the site.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:40: MW02 groundwater conditions in the centre west of the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:40: MW03 groundwater conditions in the centre south of the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:41: groundwater conditions in the east of the site

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:41:seven (7) were drilled to a maximum depth of five (5) m bgl and installed as groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:41:installed to 5.0m bgl (MW07) to ensure a groundwater sample could be obtained from the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:41:groundwater present within the superficial deposits and surrounded by a granular filter. The

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:4.2.2 Groundwater Samples

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:A groundwater monitoring visit was undertaken on 13th March 2015 and sampling was

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:recharge after which a sample of groundwater was extracted. Where insufficient quantities

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:42:of groundwater were encountered in wells, a ‘grab’ sample was obtained (i.e. no or little

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:43:Table 3.4 shows the analytical schedule for soil and groundwater samples together with the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:43: soil samples groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:44: soil samples groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:During groundwater monitoring, a stale odour was noted in MH3 during developing, purging

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:general reddish brown colour of the groundwater generally encountered in wells on-site. A

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:‘rapid’ rate of groundwater recharge was noted in the well during sampling, which also

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:PID readings are presented in the borehole logs in Annex B.1, and in groundwater is

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:presented in the groundwater monitoring field record in Annex B.2.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:4.8 Groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:A distinct groundwater strike was encountered in two (2) of the nineteen (19) boreholes

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:5.0m in the superficial deposits. No groundwater strike was encountered in the remaining

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:BH07) in 1997, therefore it is not clear if groundwater strikes were encountered during

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:drilling, nor is the strata known in which the resting groundwater lies at these locations.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:During the initial monitoring visit on 13th and16th March 2015, groundwater was encountered

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:considered representative of groundwater on-site; MW02, MW04 and MW05, therefore they

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:visit groundwater was encountered in all three (3) wells (MW02, MW04 and MW05).

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:The groundwater level was recorded in all monitoring wells5, and ranged from 0.44m bgl in

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:represent perched groundwater present within the superficial deposits. There may be some

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:continuity between groundwater, for example where sand was encountered but the differing

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:groundwater elevations and absence of a distinct groundwater strike during drilling indicates

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:that the groundwater is likely to be perched and discontinuous across the site. Solid geology

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:of Redcar Mudstone was not encountered during the investigation and the groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46: With the exception of BH02 due to restricted access, therefore groundwater elevation from a previous

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:47:According to a groundwater flow contour plot produced based on the groundwater levels

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:47:detected during newly installed wells during the monitoring visit, perched groundwater is

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:47:and the direction of the River Tees. The groundwater in the north-west of site is shown to

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:47:flow towards the west. Given the groundwater is perched there is likely to be localised

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:47:Groundwater levels recorded during monitoring are presented in Annex B.2. The

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:47:groundwater contour plot is presented as Figure 3 of Annex A.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:6 Groundwater Assessment

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:health from contaminated surface and groundwater and the potential risk to the aquatic

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:environment from entry of pollutants (either directly or via a groundwater pathway) has been

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:Environment Agency, the River Basin Districts Typology, Standards and Groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:western site boundary. The underlying groundwater is classified as Secondary B Aquifer of

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:poor chemical quality, therefore not particularly sensitive, and there are no groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:groundwater to human receptors. This has been calculated using the RBCA Tool Kit V2.6

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:6.2 Groundwater Analytical Results

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:A total of 14 groundwater samples were analysed for a suite of metals8, total petroleum

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:54:groundwater samples were selected for polychlorinated biphenyl (PCB) analysis.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:55:The groundwater analytical results obtained as part of the Phase II Intrusive Investigation

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:55:Groundwater results exceeding relevant assessment criteria are presented in Table 6.1

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:56: Table 6.1: Exceedances of Groundwater Assessment Criteria

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:58:Groundwater analytical results were also compared with the ENVIRON GAC for a

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:58:vapour from groundwater.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:58:6.4 Discussion – Groundwater Results

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:58:The findings of the 2015 groundwater investigation identified concentrations of metals

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:58:of true groundwater conditions on-site. Elevated concentrations were generally detected in

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:58:either the soil or groundwater monitoring and analysis, and considering the current site use

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:59:6.5 Comparison with Previous Groundwater Monitoring Data

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:59:According to the Site Protection and Monitoring Plan (February 2007), biannual groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:59:monitoring of the seven (7) existing groundwater monitoring wells on-site (BH01 to BH07)

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:59:No baseline data is available from pre-construction of the power station. Groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:59:groundwater data during the operational phase of the power station from 1997 to 2013, both

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:60: Table 6.2: Groundwater Concentrations Comparison with Previous Data and Limits

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:61: Table 6.2: Groundwater Concentrations Comparison with Previous Data and Limits

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:62:6.6 Discussion of Groundwater Condition

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:62:The above table shows the concentrations detected in the groundwater in the 2015

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:62:investigation did not exceed the concentrations obtained from groundwater sampling during

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:62:Table 6.4 above demonstrates no deterioration in groundwater conditions on-site post-

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:63: Groundwater strikes were not generally encountered during drilling. During monitoring, resting

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:63: groundwater was encountered in all seven (7) existing wells and seven (7) newly installed wells at

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:63: groundwater present within the superficial deposits. There may be some continuity between

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:63: groundwater, for example where sand was encountered but the differing groundwater elevations,

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:63: recharge rates, and absence of a distinct groundwater strike during drilling indicates that the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:63: groundwater is likely to be perched and discontinuous across the site.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:63: groundwater encountered is not considered likely to represent the Secondary B Aquifer present

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:63: Groundwater flow is generally to the north, as indicated by groundwater elevations obtained during

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: The groundwater beneath the site is classified as having ‘good’ quantitative status and ‘poor’

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: The site is not located within a designated Source Protection Zone. There are no groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: Groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Ingestion and direct contact with potentially contaminated groundwater;

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Vertical migration of potential contaminants in soil impacting groundwater underlying the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Inhalation of vapours from concentrations in the soil and / or groundwater; and

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Off-site migration of contaminants in groundwater.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Groundwater underlying the site present in the superficial deposits (gravel and sand lenses

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: x Groundwater underlying the site present in the solid geology of Redcar Mudstone,

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: the groundwater Direct contact with Site visitors and maintenance Low. Site is predominantly covered with hardstanding which will

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: contaminated workers break the contaminant pathway. Groundwater was encountered

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: groundwater at depths of 0.5m or greater, therefore there should be no contact

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: with groundwater at the surface.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: Leaching to Groundwater Groundwater present within Low: Concentrations detected in soil were low. Groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: & Groundwater Flow. lenses / bands of gravel and present in superficial deposits is considered likely to be perched

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: deposits of Till. chemical groundwater quality.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: Groundwater (Secondary B Low: Low permeability superficial deposits of Clay (Till) was

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:66: There are no groundwater abstraction licenses within 2km of site.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:67: Migration via groundwater Low: Concentrations in groundwater were detected above the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:67: exceedances were generally localised. Groundwater is

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68:groundwater investigation of the former Teesside Power Station. The investigation was

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68:with previous soil and groundwater data to assess if the condition of the ground has

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68:5.0m bgl and installed as groundwater monitoring wells to facilitate assessment of the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68:groundwater conditions on-site. A groundwater monitoring visit was undertaken to collect

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: x Groundwater strikes were encountered in two (2) of the nineteen (19) boreholes during

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: drilling. During monitoring, resting groundwater was encountered in all seven (7)

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: AOD) located in the north. This is considered likely to represent perched groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: groundwater, for example where sand was encountered but the differing groundwater

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: elevations, recharge rates, and absence of a distinct groundwater strike during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: indicates that the groundwater is likely to be perched and discontinuous across the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: site. Groundwater flow was indicated towards the north based on levels detected. No

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: the surface of the groundwater during monitoring. A stale ‘drain-type’ odour was noted

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: x Soil and groundwater samples were analysed by a UKAS and MCERTS accredited

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: x In groundwater, concentrations of metals, sulphate, TPH and PAH exceeded

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: however they were not detected consistently in all locations. Groundwater analytical

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: groundwater. Aliphatic TPH in the range C12-C16 in one (1) sample exceeded the

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: relevant volatilisation GAC. Concentrations detected in groundwater are not

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: considered to represent significant widespread contamination in groundwater. The

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: detected in groundwater in 2015.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:69: x The 2015 groundwater results were compared with groundwater reference data

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:70: Figure 3 – Groundwater Contour Plot

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:73:onitoring Well 16 Groundwater Elevation

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:73: n 2015 Groundwater Flow Direction

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:74: Annex B.2: Groundwater Monitoring Field Notes

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:75:GDFSuezLtd GroundwaterMonitoringFieldData2015 TeessidePowerStation

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:76:GDFSuezLtd GroundwaterMonitoringFieldData2015 TeessidePowerStation

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:77:GDFSuezLtd GroundwaterMonitoringFieldData2015 TeessidePowerStation

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:78: Groundwater details: Borehole dry during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:79: Groundwater details: Water strike encountered at 2.0m and 3.0m bgl during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:80: Groundwater details: Groundwater strike at 1.6m and 4.6m bgl during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:81: Groundwater details: No distinct strike encountered during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:82: Groundwater details: No distinct strike encountered during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:83: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:84: Groundwater details: No groundwater encountered during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:85: Groundwater details: No groundwater encountered during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:86: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:87: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:88: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:89: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:90: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:91: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:92: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:93: Groundwater details: No distinct strike encountered during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:94: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:95: Groundwater details: No groundwater encountered during drillling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:96: Groundwater details: No distinct strike encountered during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:97: Groundwater details: No distinct strike encountered during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:99:ENVIRON has derived generic criteria for interpretation of soil and groundwater chemical

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:146: Annex E: Groundwater Analytical Results

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:146: Annex E.1: Groundwater Results Compared with ENVIRON GACs

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:146: Annex E.2: Groundwater Analytical Certificates

EN010082-000498-_DOC_40066241(1)_DEADLINE 2_ EM v2 (Formatted - Tracked).pdf:17:Contaminated land and be suspended if contaminated land or groundwater is encountered in

EN010082-000498-_DOC_40066241(1)_DEADLINE 2_ EM v2 (Formatted - Tracked).pdf:17:groundwater excavations. In the event such contamination is encountered, investigation

EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:27: From a land and groundwater resource perspective, potential effects during the construction phase of the

EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:27: The soil and groundwater conditions at the Site are considered to be of low vulnerability given the

EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:27: presence of low permeability deposits near to the surface that act to restrict the movement of groundwater

EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:15:Contaminated land and groundwater

EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:15: groundwater, which is likely to cause significant harm to persons or pollution of controlled

EN010082-000501-8.9 - Tees CCPP - Abbreviation List.pdf:4: GP3 Groundwater Pollution Prevention Principles

EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:15:Contaminated land and groundwater

EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters or

EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:15:Contaminated land and groundwater

EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:63:below ground level (m bgl) and six to 5m bgl. Groundwater samples were

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:64:There are no known groundwater abstraction licences or potable water

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:65:It was reported by Ramboll Environ that no deterioration in the groundwater

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:65:ongoing deterioration of the groundwater condition.

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:65: “Graphical representations of the groundwater monitoring data from boreholes

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:65: the groundwater condition has occurred, as a result of permitted activities

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:66: method detection limits in groundwater. When compared with relevant

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:66: fractions of TPH exceeded the relevant UK guidelines. Groundwater

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:67: footprint will produce a final soil and groundwater condition that does not

EN010082-000467-160518 EN010082 Environment Agency Response to ExAs Written Questions.pdf:14: responsible for managing local sources of flooding from surface water, groundwater and small

EN010082-000467-160518 EN010082 Environment Agency Response to ExAs Written Questions.pdf:16: sources of flooding from surface water, groundwater and small (“ordinary”) watercourses.

EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:10:and Contamination Directive) water bodies including ground waters by 2015. The primary requirement is that groundwater is

EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:10: protected at least to the same level as that required by the Groundwater Directive (see below).

EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:10: EU Directive 2006/118/EC (the Groundwater Transposed into UK law through the Environmental Permitting (England and Wales) Regulations

EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:10: Groundwater Directive 80/68/EEC) WRA 1991 (Water Protection Zones); Part 2A EPA 1990 and associated regulations.

EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:27: infiltrating to groundwater. contractor will comply with:

EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:31: contamination and groundwater is proposed to seek opportunities to re-use the soils off site, with disposal to landfill being

EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:31: The potential to create pathways for contaminants to travel to the underlying groundwater

EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: gas resulting from soil and groundwater contamination.

EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32:  the risk to surface water and groundwater from run-off from any contaminated

EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:31: the ES. Groundwater is the potential pathway for discharge of liquids

EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:46: groundwater. Under the terms of the Directive, Member States are

EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:47:  groundwater activities; and

EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:100:surface and groundwater, and drinking water supplies such as wells, boreholes and

EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:103: should assess the potential off-site effects of emissions to groundwater (e.g. on

EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:108: potential to impact on surface and groundwaters

EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:14:Contaminated land and groundwater

EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:14:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000145-EN010082-2.2-Explanatory Memorandum-Final-November 2017.pdf:16:Contaminated land and to be suspended if contaminated land or groundwater is encountered

EN010082-000145-EN010082-2.2-Explanatory Memorandum-Final-November 2017.pdf:16:groundwater in excavations. In the event such contamination is encountered,

EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:10:and Contamination Directive) water bodies including ground waters by 2015. The primary requirement is that groundwater is

EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:10: protected at least to the same level as that required by the Groundwater Directive (see below).

EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:10: EU Directive 2006/118/EC (the Groundwater Transposed into UK law through the Environmental Permitting (England and Wales) Regulations

EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:10: Groundwater Directive 80/68/EEC) WRA 1991 (Water Protection Zones); Part 2A EPA 1990 and associated regulations.

EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:27: infiltrating to groundwater. contractor will comply with:

EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:31: contamination and groundwater is proposed to seek opportunities to re-use the soils off site, with disposal to landfill being

EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:31: The potential to create pathways for contaminants to travel to the underlying groundwater

EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: gas resulting from soil and groundwater contamination.

EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32:  the risk to surface water and groundwater from run-off from any contaminated

EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:29: groundwater bodies and their ecosystems and improve the quality of

EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:29: surface and groundwater bodies by progressively reducing pollution and

EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:173:Contaminated land and groundwater

EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:173:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000390-7 4 - Tees CCPP - SoCG with Environment Agency - DRAFT (2).pdf:3: Groundwater and land contamination …………………………………………………………………………………………………… 5

EN010082-000390-7 4 - Tees CCPP - SoCG with Environment Agency - DRAFT (2).pdf:8: RCBC, who is responsible for managing local sources of flooding from surface water, groundwater and

EN010082-000390-7 4 - Tees CCPP - SoCG with Environment Agency - DRAFT (2).pdf:8: Groundwater and land contamination

EN010082-000390-7 4 - Tees CCPP - SoCG with Environment Agency - DRAFT (2).pdf:8:2.18 It is agreed that the EA has no comments to make in respect of groundwater and contamination impact

EN010082-000019-Scoping Report.pdf:61:below ground level (m bgl) and six to 5m bgl. Groundwater samples were

EN010082-000019-Scoping Report.pdf:62:There are no known groundwater abstraction licences or potable water

EN010082-000019-Scoping Report.pdf:63:It was reported by Ramboll Environ that no deterioration in the groundwater

EN010082-000019-Scoping Report.pdf:63:ongoing deterioration of the groundwater condition.

EN010082-000019-Scoping Report.pdf:63: “Graphical representations of the groundwater monitoring data from boreholes

EN010082-000019-Scoping Report.pdf:63: the groundwater condition has occurred, as a result of permitted activities

EN010082-000019-Scoping Report.pdf:64: method detection limits in groundwater. When compared with relevant

EN010082-000019-Scoping Report.pdf:64: fractions of TPH exceeded the relevant UK guidelines. Groundwater

EN010082-000019-Scoping Report.pdf:65: footprint will produce a final soil and groundwater condition that does not

EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:29: groundwater bodies and their ecosystems and improve the quality of

EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:29: surface and groundwater bodies by progressively reducing pollution and

EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:173:Contaminated land and groundwater

EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:173:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:14:Contaminated land and groundwater

EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:14:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters or

EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:15:Contaminated land and groundwater

EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:15:groundwater, which is likely to cause significant harm to persons or pollution of controlled waters

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:15: addition, there is a lack of groundwater dependant features present along the route of the proposed

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:25:Ecology The direct footprint of the works and the ZOI of noise, air quality, lighting, visual, hydrological and groundwater effects (as detailed below).

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:26:Groundwater and Generally taken to be 1km radius from the boundary of the YPP components, although this could be larger where a groundwater connection exists. Due to

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:50: Alteration to groundwater effecting water dependent habitats within the SAC. ground and

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:50: Alteration to groundwater effecting water dependent habitats within the SAC. ground and

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:53: Groundwater and surface water

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:53: Groundwater could be affected during construction (through dewatering requirements) and

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:53: communities recorded within Ugglebarnby Moor do not represent groundwater dependent

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:54: necessarily fed by groundwater, specifically purple moor-grass dominated and rush

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:54: drained typically acidic soils (PCA, 2013). The potential for groundwater change to affect

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:54: site to the SAC, and the potential impact on groundwater flows, a LSE cannot be ruled out

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:56: Groundwater

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:56: impacted by alteration to the groundwater flow. However, the species found during these

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:56: groundwater to this habitat is not the case. Rather, the surveys suggest that there is an

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:56: groundwater has any significant influence on the vegetation across the moor, the

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:57: Groundwater

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:57: Groundwater could be affected during construction (through dewatering requirements) and

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:57: which could be impacted by alteration to the groundwater flow, the risk of a significant impact

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:59: Groundwater

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:59: Groundwater levels and spring flows could also be affected during construction, which could

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:59: impacted by alteration to the groundwater flow. However, based on the findings of the

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:59: groundwater impact assessment, the risk of a significant impact arising with respect to the

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:66:and flats plus open space from changes to groundwater. The residential development is not considered to have the SAC and SPA

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:66: potential to significantly affect groundwater and, as such, no in-combination effects are

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:66: from changes to groundwater. The residential development is not considered to have the

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:66: potential to significantly affect groundwater and, as such, no in-combination effects are

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:72: groundwater, an LSE cannot be ruled out at this stage.

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:73: and groundwater

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:74: and groundwater

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:75: water) and groundwater

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:77: cannot be excluded due to the potential for the alteration of the groundwater flows linked to the mine

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:77: impacts on groundwater or surface water are envisaged, due to the absence of a hydrological

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:78: • North York Moors SAC – the Mine with respect to potential nitrogen deposition and groundwater

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:101: • potential indirect impacts on groundwater dependent habiats through dewatering requirements at the

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:101: • Potential impacts on any groundwater fed features in the North York Moors SAC require

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:101: Effects on groundwater dependent habitats in and around the Mine surface development site

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:101: the superficial deposits into the bedrock strata and interact with the groundwater system. The principle

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:102: construction, groundwater that is removed from the excavations would be treated on site for either

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:102: impacts on groundwater levels and flow paths in the groundwater aquifers.

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:102:10.5.7 Dewatering of aquifers may result in reduced groundwater levels in the vicinity of the Mine surface

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:102: groundwater dependent ecosystems. In this way, the potential to impact groundwater would be reduced

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:104: community lying above groundwater level; it is separated from the ground flora and the mineral soil,

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:105: of a high local groundwater table) and wet heaths. On Ugglebarnby Moor, there is a general movement

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:105: was entirely dry in August 2013 and virtually dry in July 2014. This strongly suggests that groundwater

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:109: gently sloping or flat ground. Groundwater gleys are unlikely to be present across the majority of the

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:109: Groundwater

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:109: that groundwater has any significant influence on the vegetation across the moor. This is with the

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:117: section is excavated it is then lined to prevent further ingress of groundwater into the shaft. It is the

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:117: removal of groundwater by pumping that would lead to the local drawdown of the water table in the

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:117: Ugglebarnby Moor because they are not groundwater dependant habitats.

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:118: the North York Moors SAC. This is primarily as no groundwater dependent habitats have been

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:7: 3.2 Hydrogeology and Groundwater Vulnerability ………………………………………………………………. 10

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:15: the proposed berth was not visible. There was a groundwater monitoring point located on the

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:15: embankment, which is considered likely to form part of the groundwater monitoring network associated

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:18:3.2 Hydrogeology and Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:18: defined as a Secondary (Undifferentiated) Aquifer. The groundwater vulnerability has been designated

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:18:3.2.3 There are no groundwater Source Protection Zones (SPZs) within the site boundary, or in the vicinity of

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:19: Groundwater abstractions

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:19:3.2.4 There are no groundwater abstractions within the site or in the vicinity of the site.

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:21: behalf of YPL (AMEC, 2012). Environmental monitoring (groundwater, ground gas and leachate

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:23:4 Mine/groundwater - Tees (Saline 0 This licence has been revoked as of the 30th

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:23: National Grid Transco away/Groundwater March 2011.

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:26:  Leaching of contaminated soils to groundwater and lateral migration.

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:26:  Migration of contaminated groundwater to surface water, or migration via service runs, piled

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:27: groundwater and surface water (particularly within Bran Sands Lagoon).

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:27: underlain by a Secondary A and B Aquifers. There are no groundwater abstractions on / adjacent to

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28: there are no groundwater abstractions or SPZs in the

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28: Secondary B Any impacts to surface water/groundwater as a result of this

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28: contaminated shallow groundwater to be present at the site

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28: groundwater contamination.

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28:Groundwater status for the Tees Estuary is ‘good’ (with the exception of

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28:and off-site contaminant inputs via groundwater do not represent an

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28: Confirmation of the groundwater conditions would be

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:30: Infrastructure and environmental monitoring data for the site including: existing groundwater quality and

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:30:5.2.3 Further targeted investigation through the collection of soil and groundwater samples should also be

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:30: the soil and groundwater samples recovered. Ground gas monitoring should also be undertaken.

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:35:Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:43: Groundwater Vulnerability pg 40 Yes n/a n/a

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:72: Discharge Type: Miscellaneous Discharges - Mine / Groundwater As Raised

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:84: Receiving Water: Groundwater

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:85: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:85: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:85: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:85: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:103:Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:119:Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:127: Groundwater Vulnerability pg 28 Yes n/a n/a

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:130: Receiving Water: Soakaway - Groundwater

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:157: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:157: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:158: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:179:Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:195:Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:203: Groundwater Vulnerability pg 3 Yes n/a n/a

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:218:Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:235:Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:243: Groundwater Vulnerability pg 1 Yes n/a n/a

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:246: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:246: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:246: Groundwater Vulnerability

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:251:Groundwater Vulnerability

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:5: 3.3 Groundwater and Ground Gas Monitoring…………………………………………………………………………………………….. 8

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:7: surface water and groundwater via leaching and lateral migration

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:7:including the collection of soil and groundwater samples for laboratory analysis.

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:7: A limited number of PCOC have been recorded in the shallow groundwater at concentrations exceeding the WQS,

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:9:  To support an intrusive ground investigation incorporating the collection of soil and groundwater samples being

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:9:  To schedule chemical testing on soil and groundwater samples

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:10: the potential to impact surface water and groundwater via leaching and lateral migration

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:13:  To install standpipes at specific soil horizons for long term monitoring of groundwater levels and groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:13: Groundwater standpipes were installed in three of the exploratory holes (BHP2, BHP3 and BHP6).

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:22: A limited number of potential COC have been recorded in the shallow groundwater at concentrations exceeding the

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:22: It should be noted that shallow groundwater at the site is impacted by a range of determinands at concentrations that

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:22: the proposed Harbour Facility. Abstracted groundwater will need to be stored on-site tested and disposed of

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:22: appropriate disposal location and methodology. It should be noted that any abstracted groundwater may require pre-

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:32:5.0 GROUNDWATER MEASUREMENTS AND SAMPLING 4

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:32: 5.2 Groundwater Monitoring Procedure 5

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:32: 5.3 Groundwater Sampling Procedure 5

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:32: Appendix F Groundwater Surface Water Monitoring Results

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:33: • To install standpipes at specific horizons for long term monitoring of groundwater levels

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:33: and groundwater quality

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:35: subsequent gas and groundwater monitoring. The construction of the wells was as specified

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:35: Each of the wells was fitted with a suitable bung and gas tap to allow for gas and groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:36: 5.0 GROUNDWATER SURACE WATER MEASUREMENTS

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:37: 5.2 Groundwater Monitoring Procedure

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:37: Measurements of groundwater level (in metres below ground level) were recorded in each

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:37: 5.3 Groundwater Sampling Procedure

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:37: Prior to groundwater sampling being commenced, each monitoring well was developed to the

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:37: Samples of groundwater were recovered and despatched to an appropriate laboratory for

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:51: Groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:52: Groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:57: Groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:61: Groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:63: Groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:63: 0.80 1.00 0.75 250 4.70 250 4.70 2. No groundwater encountered.

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:67: Groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:68: Groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:72: Groundwater

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:219: Groundwater Monitoring Results

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:221: Groundwater Quality Results

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:237:Harbour Facility - Controlled Waters Data Assessment (groundwater)

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:243: In particular, groundwater, surface water and soil gas conditions should be anticipated to change with diurnal,

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:243: groundwater flows and microbiological activity etc. The likely variations in the data with time can be assessed

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:5: 4.6 Groundwater Flooding ……………………………………………………………………………………………… 14

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:12: rising groundwater, overwhelmed sewers and drainage systems and from reservoirs, canals

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:13: Local Authorities responsibility for managing flood risk from groundwater, surface water, and ordinary

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20:4.6 Groundwater Flooding

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20:4.6.1 Groundwater flooding can occur when water stored beneath the ground reaches the surface and is

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20: generally associated with porous rocks, e.g. sands and gravels. The emergence of groundwater

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20: through springs or seeps often occurs during periods of high groundwater levels.

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20: groundwater flooding in the Tees Catchment.

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20:4.6.3 The Environment Agency Groundwater Source Protection Zones (SPZ) map indicates that there are no

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20: critical drainage area. Additionally there has been no groundwater flooding instances reported at the

TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:22:  Groundwater and reservoir flooding is not considered to pose a risk.

TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:132: Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:146: Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000439-ES Section 4 Approach to EIA.pdf:12: x potential to cause deterioration in groundwater body status by adversely affecting quantitative

TR030002-000460-Section 3 App 3.1 Waste management.pdf:34: • groundwater Source Protection Zones 1 or 2;

TR030002-000460-Section 3 App 3.1 Waste management.pdf:34:5.2.12 A standard permit does not allow any point source emissions into surface waters or groundwater.

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:40:as groundwater and spring monitoring, noise

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:40:Groundwater and spring monitoring is conducted adopte

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:42: All of these habitats have their own particular environmental works on local groundwater sources and help us to identify any System

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:98: surroundings. The overall effect would be groundwater. The excavated material meets the materials handling facility is

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:27: • Consideration of the risk to soils, groundwater and surface

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:27: groundwater, the SoS does not agree that the risk to soils,

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:27: groundwater and surface water as a result of the construction of

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:69: • Groundwater and contaminated land;

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:71:the proposed development area pose an unacceptable risk to groundwater underlying the site

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:109:surface and groundwater, and drinking water supplies such as wells, boreholes and

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:112: should assess the potential off-site effects of emissions to groundwater (e.g. on

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:116: potential to impact on surface and groundwaters

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:8:  Upwelling regional groundwater flow into the Tees and into the lagoon (especially from a

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:8:  Local shallow groundwater flow in the alluvial aquifer, including a contribution from the landfill.

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:11: 10.3.30 From analysis of groundwater levels in boreholes surrounding the lagoon, it is estimated that the range

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:13: contribute some metal contamination to the shallow groundwater. Phase 2 of the landfill (Figure 10-1)

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:14:10.3.46 Environmental monitoring (groundwater, ground gas and leachate monitoring) is being carried out in

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:14: groundwater into the lagoon (as it would be a high permeability material, placed over a portion of the

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:43: addition, there is a lack of groundwater dependant features present along the route of the proposed

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:82:Monitoring to inform the design would comprise measuring existing surface and groundwater levels in order

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:96:whilst YPL needed to be precautionary due to the potential for unintended effects on groundwater

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:127: Alteration to groundwater effecting water dependent habitats within the SAC. ground and

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:128: and groundwater

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:129: and groundwater

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:130: water) and groundwater

TR030002-000566-Doc 7.1 Planning Statement.pdf:50: priority substances and groundwater (Paragraph 2.6.4.3);

TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:3:Secondary B Aquifer. Historical ground investigations indicate that perched groundwater is

TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:3:licensed groundwater abstractions within the vicinity of the site and the site is not located within a

TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:3:groundwater will be of relatively poor quality and in addition, given the low permeability of the

TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:5:The reports include inter alia data for groundwater and gas at specific monitoring locations

TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:5:also undertaken and four groundwater samples were also obtained.

TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:5: groundwater)

TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:5: • Groundwater is perched and likely to be of poor quality and discontinuous within discreet

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:4: apply to all surface and groundwater bodies that have the potential to be impacted.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:5: Groundwater

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:5: Prevent Deterioration in status and prevent or limit input of pollutants to groundwater (Daughter

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:5:  potential to cause deterioration in groundwater body status by adversely affecting quantitative and

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:6:  Any groundwater bodies that underlie the proposed scheme.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:11:Groundwater bodies

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:11:(groundwater body mining place on ground water dependent surface water habitats. This water body

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:11: through increase in pollutant loadings or changes to groundwater levels and flow paths.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:12:L:\Applications\YPL\MXDs\HarbourFacility_ES\WFD_Assessment\YPL_Groundwater.mxd

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:18: Table 6 Characteristics of groundwater water body GB40302G701300 – Tees Mercia Mudstone &

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:19: groundwater). The potential mechanisms for impact described in Table 7 have been used to undertake

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:19: quantitative and chemical quality elements for groundwater). The results of the preliminary assessment

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:19:  GB40302G701300 Tees Mercia Mudstone & Redcar Mudstone groundwater body for potential

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:20:  Decrease in chemical quality of groundwater body due to the ingress of contaminants into the aquifer through piling and

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:20:Groundwater bodies

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:20: Operation  Changes in groundwater flows due to changes to surface water drainage associated with new facility.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:20: Decommissioning  Decrease in chemical quality of groundwater body due to demolition of foundations (accidental spillage).

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:28:Table 11 Preliminary assessment of potential impacts on Tees Mercia Mudstone & Redcar Mudstone groundwater body (GB40302G701300)

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:28: for contaminants to move into the groundwater

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:28: contaminants to enter the groundwater.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:29: the surface and groundwater bodies that were scoped in for further assessment at the end of the

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:34:  Deterioration of the chemical quality of the groundwater body as a result of the ingress of

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:34: and Redcar Mudstone groundwater body as a result of the project.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:34:4.1.12 The proposed scheme is unlikely to have any additional impacts on connected groundwater bodies.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:34: deterioration of the quality elements in this water body. In addition, the groundwater sensitivity beneath

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:34: cause deterioration in the status of the groundwater body.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35:Project Potential consequences for groundwater Potential impacts on quality elements Assessment of compliance

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35: contaminants in to the groundwater body foundations. cause deterioration in WFD status at the Tees

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35: fuels and oils associated with construction remain above the groundwater table and it is

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35: activities and vehicular movements represents unlikely that groundwater would be encountered

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35: Redcar Mudstone groundwater body.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35: described as an aquifer with limited groundwater

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35: and Redcar Mudstone groundwater body.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:46: several of the surface and groundwater bodies in the area. The main impacts of the Harbour facilities

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:46:  The proposed development is not likely to result in any significant groundwater impacts and will not

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:46: (GB40302G701300) groundwater body.

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:46:5.1.3 In order to prevent deterioration in the status of the surface and groundwater bodies, and ensure that

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:47: upon the Tees Mercia Mudstone & Redcar Mudstone groundwater body (GB40302G701300) and the

TR030002-000438-ES Section 3 Project description_2 of 2.pdf:63: Cut and cover x Lowest visual impact. x Control of groundwater required.

TR030002-001854-Secretary of State’s Decision Letter and Statement of Reasons.pdf:6:surface waters and groundwater would be of negligible significance during construction and

TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:19:groundwater at concentrations exceeding the Water Quality Standards (WQS),

TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:19:8.74 It should be noted that shallow groundwater at the site is impacted by a

TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:19:construction of the proposed Harbour Facility. Abstracted groundwater will

TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:19:noted that any abstracted groundwater may require pretreatment prior to

TR030002-000722-York Potash Limited 4.pdf:19: transitional water body and the Tees Mercia Mudstone & Redcar Mudstone groundwater body.

TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:3: rising groundwater, overwhelmed sewers and drainage systems, and from reservoirs, canals

TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:4: Local Authorities responsibility for managing flood risk from groundwater, surface water, and ordinary

TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:25: https://www.gov.uk/government/publications/deployment-form-for-land-and-groundwater-remediation

TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:28:  A groundwater Source Protection Zones 1 or 2; or

TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:28: groundwater.

TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:44: of the site. The site is also surrounded by a series of landfill gas migration/groundwater monitoring boreholes, external to the

TR030002-000712-Applicant response to First Questions - Appendix 8.pdf:10: Alteration to groundwater effecting water dependent habitats within the SAC.

TR030002-000712-Applicant response to First Questions - Appendix 8.pdf:12: groundwater

TR030002-000712-Applicant response to First Questions - Appendix 8.pdf:13:b see Table 8.2 (‘Groundwater and surface water’ for the Mine project element) for evidence supporting the conclusions.

TR030002-000712-Applicant response to First Questions - Appendix 8.pdf:13:e see Table 8.2 (‘Groundwater’ for the Lockwood Beck Intermediate Shaft Site project element) for evidence supporting the

TR030002-000712-Applicant response to First Questions - Appendix 8.pdf:14: groundwater

TR030002-000712-Applicant response to First Questions - Appendix 8.pdf:15:c see Table 8.3 (‘Groundwater’ for the Mine project element) for evidence supporting the conclusions.

TR030002-000712-Applicant response to First Questions - Appendix 8.pdf:15:f see Table 8.3 (‘Groundwater’ for the Lockwood Beck Intermediate Shaft Site project element) for evidence supporting the

TR030002-000712-Applicant response to First Questions - Appendix 8.pdf:16: and groundwater a

TR030002-000410-ExA First Round Questions.pdf:23:of the ES (Doc 6.4) confirms that groundwater and surface water monitoring in

TR030002-000410-ExA First Round Questions.pdf:23:the monitoring (groundwater and surface water and ground gas) and whether it

TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:4: • Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:9: Potash Limited will undertake soil and groundwater tests to check for ground contamination from Potash

TR030002-001856-Examining Authority’s Recommendation Report.pdf:26: basins with their associated coastal waters and groundwater.

TR030002-001856-Examining Authority’s Recommendation Report.pdf:83: a surrounding buffer zone, nor any groundwater protection zones.

TR030002-001856-Examining Authority’s Recommendation Report.pdf:83: Despite the groundwater being of a good quantitative status, in WFD

TR030002-001856-Examining Authority’s Recommendation Report.pdf:83: surface waters and groundwater would be of negligible significance

TR030002-001856-Examining Authority’s Recommendation Report.pdf:83: groundwater it would remain negligible.

TR030002-001856-Examining Authority’s Recommendation Report.pdf:84: bodies and to groundwater.

TR030002-001856-Examining Authority’s Recommendation Report.pdf:85: groundwater impacts and will not cause deterioration in the

TR030002-001856-Examining Authority’s Recommendation Report.pdf:85: groundwater body, nor that the Yorkshire North coastal water

TR030002-000711-Applicants Response to First Questions.pdf:72: ES (Doc 6.4) confirms that groundwater

TR030002-000711-Applicants Response to First Questions.pdf:73: monitoring (groundwater and surface current permit holder (ICI). The aftercare and closure

TR030002-000509-Doc 6.6 App 1.1 Description of the YPP.pdf:7: addition, there is a lack of groundwater dependant features present along the route of the proposed

TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:25: contamination of the groundwater and River Tees. Such a leak could

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:50: potential for significant quantities of groundwater to be present. The Environment

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:50: groundwater. The underlying bedrock has been classified by the Environment Agency

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:50: Mudstone groundwater body, within the Northumbria River Basin District (see Section

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:50: upon, nearby surface water bodies and the underlying groundwater aquifer during the

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: leachate entering the groundwater body or any perched shallow groundwater).

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: The chemical composition of the soils/groundwater is currently unknown; however, there

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: pollution of surface water and groundwater. The discharge of water from the lagoon

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: underlying controlled waters (e.g. leachate entering the groundwater body or any

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: perched shallow groundwater).

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: works beyond the quayside, therefore the risk to soils, groundwater and surface water is

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:52: • BGS borehole logs and groundwater level data;

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:53: • appropriate design of foundations to account for management of groundwater

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:101: and chemical status must be at least ‘good’. Groundwater bodies are classified in terms

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:102: groundwater body.

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:102: ecology, quantity and quality for groundwater).

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:102: • Partial infilling Bran Sands Lagoon (quantity/quality of groundwater and surface

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:102: • Surface water drainage (water quality, quantity and quality of groundwater).

TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:32: pollution incidents, groundwater source protection zones and aquifer

TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:95:Soils and land No groundwater or ground Pollution risk from landfills No groundwater or ground No groundwater or ground No groundwater or ground

TR030002-000799-Document 6.12A - Mitigation and Monitoring Strategy - Rev 4.pdf:33:Monitoring to inform the design would comprise measuring existing surface and groundwater levels in order

TR030002-000799-Document 6.12A - Mitigation and Monitoring Strategy - Rev 4.pdf:46:whilst YPL needed to be precautionary due to the potential for unintended effects on groundwater

TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:4: • Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:9: Potash Limited will undertake soil and groundwater tests to check for ground contamination from Potash

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:7: would be a requirement for control of groundwater ingress into it.

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:14: embankment) and with the groundwater present in the Made Ground. There are no surface water

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:14: these, the bedrock aquifer has been designated as a Secondary B Aquifer. There are no groundwater

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:14: status of the Tees Mercia Mudstone and Redcar Mudstone groundwater body has been defined as

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:14: poor. Groundwater monitoring has indicated exceedances of the WFD estuarine EQSs for chromium,

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:29: significance of the potential impact on groundwater due to the installation of foundations and piling is

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:29: predicted to be negligible. There would be no deterioration in the status of the groundwater body.

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:33: estuaries, coastal waters and groundwater.

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:33: potential to impact upon surface waters and groundwater bodies in the study area. At the outset it was

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:33:4.1.5 Similarly, the proposed scheme is not likely to result in any significant groundwater impacts and would

TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:33: not cause deterioration in the status of the Tees Mercia Mudstone & Redcar Mudstone groundwater

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:1: quality, levels, flows and land drainage) and hydrogeology (groundwater quality and levels), as well as

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:1: groundwater, particularly the potential for contamination to be present and the potential interactions

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:1: between the soil and groundwater and sensitive receptors (as above).

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:2: This Directive establishes a regime which sets groundwater quality standards and

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:2: introduces measures to prevent or limit inputs of pollutants into groundwater. The

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:2:Groundwater Daughter Directive

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:2: assessments of the chemical status of groundwater and the identification and

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:2: This national legislation replaced The Groundwater Regulations (1999, 2009). These

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:2: regulations enact the European Directives (the WFD and the Groundwater

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:2:The Environmental Permitting Daughter Directive) and include controls on how to protect groundwater quality by

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:2: groundwater).

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:3: Framework Directive) transitional (estuarine) and coastal waters) and groundwaters as ‘water bodies’

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:3: x Environment Agency Groundwater Protection: Principles and Practice, Version 1.1 (2013).

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:3: x Construction Industry Research and Information Association publication C515 – Groundwater

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:4: groundwater and surface water as a result of the deemed to be an agricultural resource. They are,

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:4: groundwater and surface water; Sections 6.4 and 6.5.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:6: context of the potential for contamination to be present in the soils and groundwater.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:6: x Environment Agency groundwater and river quality data (www.environment-agency.go.uk).

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:8:High quality, levels or flows over a groundwater quality, level, flow High risk of exposure over a

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:8: objectives. status of the groundwater body or

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:8: quality, levels or flows over a groundwater quality, level, flow High risk of exposure over a

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:8: distance of <500m. groundwater quality, level, flow linkages to receptors.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:8: surface water body to meet one or groundwater dependent habitat.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:8: WFD status. groundwater body or dependent

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:9: quality, levels or flows over a groundwater quality, level, flow Unlikely to affect end users

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:9: dependent habitat that does not groundwater dependent habitat size

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:9: baseline surface water quality, levels baseline groundwater quality, level, contamination.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:9: Low surface water quality, levels or flows groundwater quality, level, flow No effect on receptors.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:10: the geological environment controls the behaviour and quality of groundwater and potential pollutant

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:15: (via the pipe through the embankment) and groundwater in the Made Ground adjacent to the river (see

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:15: several occasions; matching the groundwater concentrations at BH09A at the eastern (up-gradient) end

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:16: Groundwater vulnerability

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:16: Environment Agency groundwater vulnerability mapping indicates this area to be of high vulnerability to

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: Groundwater abstractions

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17:6.4.32 There are no groundwater abstractions within, or in the vicinity of, the development footprint.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17:6.4.33 There are no groundwater Source Protection Zones (SPZ) within the development footprint or within the

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17:6.4.34 The site is located within the Tees Mercia Mudstone and Redcar Mudstone groundwater body

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: Groundwater quality

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17:6.4.35 The WFD groundwater quality status for the Tees Mercia Mudstone and Redcar Mudstone groundwater

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17:6.4.37 A number of groundwater monitoring boreholes are present at and in the vicinity of the site. These

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: that compared to environmental quality standards (EQS) the groundwater quality is poor. A summary

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: of the groundwater quality data is provided in Table 6-9.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: Table 6-9 Summary of groundwater quality data obtained from previous site investigations and annual

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: groundwater samples

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: installed in the Made Ground at the degree of interaction between groundwater and estuarine water.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: BH02, located down gradient of the surface water in Bran Sands lagoon and in groundwater adjacent to

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18: groundwater samples

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18: monitoring boreholes (BH06-07 and groundwater and estuarine water.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18: Two groundwater samples were

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18:Solmek, gas and groundwater monitoring standard of 0.5 mg/l in all samples.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18:2011 Four groundwater samples were Exceedances against other EQS values (where Estuarine EQS are

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: !´ !´ Groundwater Monitoring Boreholes (Grontmig)

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: !´ Groundwater Monitoring Boreholes (Dunelm)

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: !´ !´ Groundwater Monitoring Boreholes (Solmek Aug)

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: !´ Groundwater Monitoring Boreholes (Solmek Feb)

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: Environmental Statement: Groundwater

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19:L:\Applications\YPL\MXDs\HarbourFacility_ES\Chapter6\Figure_6_2_GroundwaterBoreholes_RH_20150304.mxd

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: Groundwater levels

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21:6.4.38 Groundwater level data is available for boreholes drilled during 2014 by Dunelm (Dunelm, September

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: Table 6-10 Summary of groundwater level monitoring locations

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21:6.4.39 During the 2014 investigation (Dunelm, 2014), groundwater was struck at depths ranging from 3.1 to

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: 5.1mbgl (1.6 to -0.6m AOD). Groundwater levels measured over a tidal cycle reached a maximum of

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: As a result it is expected that groundwater quality within the embankment is very similar to that of

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: groundwater levels in the Made Ground/superficial deposits (measured monthly since 2007) varied

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: the lagoon) groundwater levels (measured monthly since 2009) varied between 0.13 to 0.76mAOD). It

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: (located upgradient of the landfill) groundwater levels in the superficial deposits (measured monthly

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21:6.4.41 No groundwater level data is available for the mudstones in the Bran Sands area and no water strikes

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: Handling Facility site indicate that groundwater within the Redcar Mudstone Formation is confined by

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: permeable due to fracturing. Groundwater within the mudstone aquifer beneath the harbour

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: hydraulic continuity with the overlying Tidal Flat Deposits in the west. Groundwater levels are likely to

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: mudstone be sufficiently permeable, there could be upward groundwater flow from the mudstone,

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: resulting in groundwater discharge, via the Tidal Flat deposits, to the Tees Estuary. As a result, there is

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: potentially a small flow of groundwater into Bran Sands lagoon, but it is likely this would be insignificant

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: Groundwater quality within both the made ground and superficial deposits is poor and has likely been

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: criteria in Table 6-4 suggest that due to the aquifer classification, groundwater within the Tidal Flat

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22:6.4.44 The bedrock aquifer has been designated as a Secondary B Aquifer and there are no groundwater

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: groundwater samples for subsequent laboratory analysis.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:22: combined groundwater and gas monitoring instruments. Eighteen soil samples were collected for the

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:25:6.4.48 Four groundwater samples were also scheduled for laboratory analysis; these results are summarised

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:28: groundwater and gas monitoring well.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:28: groundwater samples were scheduled for laboratory analysis; these results are summarised in Table 6-

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: x To install standpipes at specific horizons for long term monitoring of groundwater levels and

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: groundwater quality.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: Three of the boreholes were installed with combined groundwater and gas monitoring instruments.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: concern; the samples were also scheduled for leachability testing. Two groundwater samples were

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:35: behalf of YPL (Amec, 2012). Environmental monitoring (groundwater, ground gas and leachate

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40:6.5.5 Groundwater and surface water monitoring has been undertaken over a number of years as part of the

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: aftercare monitoring associated with the Bran Sands Landfill. Groundwater and surface water

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:41: x Deterioration of surface water quality due to impacts on groundwater quality (where these are in

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:41:6.5.12 Groundwater within the Made Ground and superficial deposits is considered to be in hydraulic

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:41: water quality is therefore susceptible to impacts on groundwater but these are assessed as negligible

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:41: could prevent any seepage of estuarine or lagoon water through the embankment. Groundwater level

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:41: this option, seepage flow through the embankment, and groundwater flow within the superficial deposits

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:41: Impacts to hydrogeology (groundwater)

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: x alteration of groundwater flow around piled foundations;

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: x alteration of groundwater discharge through the base of Bran Sands lagoon; and,

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: x deterioration in groundwater quality (via contaminated run off, infiltration and leaching).

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: obstruct groundwater flow within the superficial deposits and has the potential to cause a local increase

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: in groundwater and surface water level on the up-gradient side. Possible consequences for Bran

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: leachate drainage system the response of the landfill to a significant change in groundwater level

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: superficial aquifer and provides an unobstructed discharge zone for groundwater within the Tidal Flat

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: deposits, that would allow any increase in groundwater head behind the sheet piles to dissipate over a

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: Sands lagoon would allow for effects on groundwater flow and flow due to the presence of the solid

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: quay structure (if progressed). Any increase in groundwater level is therefore likely to be marginal and

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42:6.5.22 The ground level would remain above the groundwater table and it is unlikely that groundwater would

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: bedrock aquifer is described as an aquifer with limited groundwater and / or limited flow via fissures or

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: to be localised in terms of the Tees Mercia Mudstone and Redcar Mudstone groundwater body. The

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: magnitude of the effect on the groundwater flow from both excavation and piling is considered to be

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: impact the groundwater through leaching and lateral migration.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42:6.5.24 Dependent on the piling method employed, groundwater quality of the aquifer units may be affected by

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: contaminated shallow soils (Made Ground) and groundwater (perched or otherwise), which may impact

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: creating preferential pathways, therefore any effects on groundwater or surface water quality are likely

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: spillages and leakages are likely to be localised; although they may present a risk to groundwater

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: on leachate heads within the landfill. It is therefore considered that any effects on groundwater

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43:6.5.27 The sensitivity of the groundwater in the superficial deposits is considered to be low, and in the bedrock

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: groundwater abstractions in the area). However, groundwater is considered to be in hydraulic

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43:6.5.28 The overall effects on groundwater flow, level and quality are likely to be very low magnitude. As a

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: result the potential impact on groundwater, has been assessed as being of negligible significance.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:45: groundwater quality via infiltration. There is also the potential for operational activities to impact human

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:46: magnitude for groundwater. Given the high sensitivity of the surface waters, an impact of minor

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:46: adverse significance is anticipated. Impacts on low and very low sensitivity groundwaters would be

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:47: water bodies and groundwater primarily as a result of disturbance of soils, and the subsequent increase

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:47: the impact to surface water is assessed as minor adverse and for groundwater (low / very low

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:49: the River Tees (via a pipe through the embankment) and with the groundwater in the Made Ground.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:49: groundwater abstractions or SPZs within the buffer zone. The WFD groundwater quality status for the

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:49: Tees Mercia Mudstone and Redcar Mudstone groundwater body has been defined as poor.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:49: Groundwater monitoring has indicated exceedances of the WFD estuarine EQSs for chromium, copper,

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:50:Groundwater Very low – Very Low - Negligible Construction work including piling would be carried out in

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:50:Groundwater Very Low - Very Low Negligible Physical controls would be in place in the form of enclosed

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:51:Groundwater Very Low - Low Negligible Construction work would be carried out in accordance with

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:48: Ecology The direct footprint of the works for the Harbour facilities and the ZOI of noise, air quality, lighting, visual, hydrological and groundwater effects (as detailed

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:49: Groundwater and 1km radius from the boundary of the Harbour facilities.

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:73: Groundwater and surface water

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:73: Groundwater could be affected during construction (through dewatering

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:73: not represent groundwater dependent moor communities. It was considered that

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:73: groundwater, specifically purple moor-grass dominated and rush pasture habitats

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:73: typically acidic soils (PCA, 2013). The potential for groundwater change to affect

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:73: mine site to the SAC, and the potential impact on groundwater flows, a LSE cannot

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:75: Groundwater

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:75: habitats (in theory) could be impacted by alteration to the groundwater flow.

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:75: dry and therefore suggesting that the perceived importance of groundwater to this

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:75: suggest that groundwater has any significant influence on the vegetation across

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:77: Groundwater

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:77: Groundwater could be affected during construction (through dewatering

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:77: groundwater flow, the risk of a significant impact arising with respect to these

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:78: Groundwater

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:78: Groundwater levels and spring flows could also be affected during construction,

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:78: habitats (in theory) could be impacted by alteration to the groundwater flow.

TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:78: However, based on the findings of the groundwater impact assessment, the risk of

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:48: potential for significant quantities of groundwater to be present. The Environment

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:48: groundwater. The underlying bedrock has been classified by the Environment Agency

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:48: Mudstone groundwater body, within the Northumbria River Basin District (see Section

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:48: upon, nearby surface water bodies and the underlying groundwater aquifer during the

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: leachate entering the groundwater body or any perched shallow groundwater).

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: The chemical composition of the soils/groundwater is currently unknown; however, there

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: pollution of surface water and groundwater. The discharge of water from the lagoon

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: underlying controlled waters (e.g. leachate entering the groundwater body or any

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: perched shallow groundwater).

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: works beyond the quayside, therefore the risk to soils, groundwater and surface water is

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:50: • BGS borehole logs and groundwater level data;

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:51: • appropriate design of foundations to account for management of groundwater

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:99: and chemical status must be at least ‘good’. Groundwater bodies are classified in terms

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:100: groundwater body.

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:100: ecology, quantity and quality for groundwater).

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:100: • Partial infilling Bran Sands Lagoon (quantity/quality of groundwater and surface

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:100: • Surface water drainage (water quality, quantity and quality of groundwater).

TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:59: c) Rain and groundwater would be collected and treated at the proposed

TR030002-000826-York Potash Ltd (2).pdf:45:• Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000826-York Potash Ltd (2).pdf:56:• Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000826-York Potash Ltd (2).pdf:63:  Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000826-York Potash Ltd (2).pdf:68: Potash Limited will undertake soil and groundwater tests to check for ground contamination from Potash

TR030002-000826-York Potash Ltd (2).pdf:72: • Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000826-York Potash Ltd (2).pdf:77: Potash Limited will undertake soil and groundwater tests to check for ground contamination from Potash

TR030002-000826-York Potash Ltd (2).pdf:94: see Table 8.2 (‘Groundwater and surface water’ for the Mine project element) for evidence supporting the conclusions.

TR030002-000826-York Potash Ltd (2).pdf:94: see Table 8.2 (‘Groundwater’ for the Lockwood Beck Intermediate Shaft Site project element) for evidence supporting the

TR030002-000826-York Potash Ltd (2).pdf:96: see Table 8.3 (‘Groundwater’ for the Mine project element) for evidence supporting the conclusions.

TR030002-000826-York Potash Ltd (2).pdf:96: see Table 8.3 (‘Groundwater’ for the Lockwood Beck Intermediate Shaft Site project element) for evidence supporting the

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:25: • Consideration of the risk to soils, groundwater and surface

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:25: groundwater, the SoS does not agree that the risk to soils,

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:25: groundwater and surface water as a result of the construction of

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:67: • Groundwater and contaminated land;

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:69:the proposed development area pose an unacceptable risk to groundwater underlying the site

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:107:surface and groundwater, and drinking water supplies such as wells, boreholes and

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:110: should assess the potential off-site effects of emissions to groundwater (e.g. on

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:114: potential to impact on surface and groundwaters

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:97: of groundwater levels receptors receptors

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:147: groundwater and migration of contamination from the site; and take into

TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:1: environment, including groundwater, inland surface water, transitional paragraph 5.6.1 Section 7.6

TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:1: waters, groundwaters or protected areas failing to meet environmental

TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:2: of inland surface waters and groundwater, the WFD covers transitional waters (estuaries and lagoons)

TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:3: Basin Districts Typology, Standards and Groundwater Threshold Values (Water Framework Directive)

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:93: the location for the minehead away from any areas of important and/or sensitive groundwater

TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:3: Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:9: Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:15: Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:21:• Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:29:• Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:39:• Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:49:• Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:55:• Prevention of Contamination of Soil and Groundwater – 1703

TR030002-000701-Environment Agency.pdf:4:(Doc 6.4) confirms that groundwater and surface water monitoring in association with the

TR030002-000701-Environment Agency.pdf:4:(groundwater and surface water and ground gas) and whether it would continue beyond the

TR030002-000701-Environment Agency.pdf:24: transitional water body and the Tees Mercia Mudstone & Redcar Mudstone groundwater body.

TR030002-000434-ES Contents_index.pdf:14:Table 6-9 Summary of groundwater quality data obtained from previous site

TR030002-000434-ES Contents_index.pdf:14:Table 6-10 Summary of groundwater level monitoring locations

TR030002-000434-ES Contents_index.pdf:15:Figure 6-2 Groundwater monitoring boreholes

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:16: subject to relevant constraints (such as groundwater). At the point of decommissioning the current best

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:20: quality groundwater connection exists); however, 250m was considered in greater detail as this

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:164:9.1.4 Potential physical impacts on groundwater flows and levels at the Harbour facilities are predicted to be

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:164: groundwater due to piling  Harbour facilities Aquifer) – low sensitivity

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:164: impacts on groundwater quality  Tocketts Lythe Intermediate Shaft Site Mudstone groundwater body

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:164: groundwater contamination  MTS tunnel

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:165: (WFD) groundwater bodies are considered in this section and WFD surface water bodies are assessed

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:165: Aquifer which form part of the Tees Mercia Mudstone & Redcar Mudstone groundwater body

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:165: groundwater body is currently at Good Quantitative Status, but is at Poor Chemical Status due the

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:165: present in leachable form (therefore in a form in which they may be able to migrate into groundwater

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:165: and surface water). Contaminants were also detected in groundwater at the site. Significantly elevated

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:165:  Potential impacts on groundwater through contaminated runoff/infiltration or leaching.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:165:  Potential impacts on groundwater due to piling through contaminated ground for construction of the

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166: beneath (Redcar Mudstone). Groundwater flow within the Redcar Mudstone is indicated to be towards

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166:  Impact from existing contamination in groundwater (groundwater within the Redcar Mudstone is

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166:  Impact from contaminated groundwater.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166: groundwater and surface water quality but, in terms of cumulative impacts, the following impacts have

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166:  Impacts from existing contamination in groundwater (as, if this occurred, it would occur within

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167: Chemical  MHF and MTS Portal - negligible The cumulative impact on groundwater None

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167: to piling (groundwater and surface water) aquifer would be negligible.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167: to grouting, Shaft Site groundwater body is considered to be

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167: groundwater therefore, the cumulative impact on the

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167: contamination groundwater body would be negligible.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167:9.3.11 The significance of the potential impact on groundwater due to foundations and piling is predicted to be

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167:9.3.12 The significance of the potential impact on the Tees Mercia Mudstone & Redcar Mudstone groundwater

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167: groundwater body.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:168: geomorphological and water quality impacts on surface waters. WFD compliance for groundwater is

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:168: already stored in soils and groundwater, the accidental release of lubricants and fuel oils from

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:169: fish) supported in each water body. The release of contaminants from existing soils and groundwater,

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:210:19.1.1 This section of the CIA deals with potential groundwater level and flow impacts due to the construction

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:210:  Groundwater flow, level and quality, due to the introduction and presence of piled foundations.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:210:  Land, groundwater and surface water quality, due to leaks and spills of polluting substances,

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:210:  Surface water quality, where groundwater connectivity provides a pathway for any ground

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:210: passage of any potential groundwater contamination originating at the surface or within the shallow

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:211: obstruction of shallow groundwater flow. Neither is likely to cause significant physical impacts on the

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:211: polluting substances, such as grout. However, given the very low to low sensitivity of groundwater in

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:211: into groundwater is unlikely to be

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212: cumulative impacts on groundwater are not considered significant.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212: risk to shallow groundwater in the Tidal Flat deposits was identified due to the presence of leachable

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212: contaminants, but there was a negligible risk to deeper groundwater in the bedrock mudstone aquifer.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212: groundwater are not predicted to be significant.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:213:19.3.3 Impacts on the Tees Mercia Mudstone & Redcar Mudstone groundwater body (GB40302G701300) due

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:213: YPP and non-YPP developments on the WFD groundwater body as a whole, is predicted to be

TR030002-000761-Environment Agency.pdf:2: 6.5.5 of the ES (Doc 6.4) confirms that groundwater and surface water

TR030002-000761-Environment Agency.pdf:2: of the monitoring (groundwater and surface water and ground gas) and

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:58: for physical disturbance of surface water and groundwater.

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:59: manage run-off at surface level and encourage shallow groundwater recharge

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:59: Groundwater Protection: Policy and Practice, EA, 2012).

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:59: away from any areas of important and/or sensitive groundwater such as

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:59: objectives, and acknowledging the risks to sensitive groundwater resources

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:60: which is entirely dependent on groundwater supplies. Under the EA’s Water

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:146: groundwater features; and, insufficient storage capacity for spoil, contributed

TR030002-000758-Document 6.12 Mitigation and Monitoring Strategy.pdf:34:Monitoring to inform the design would comprise measuring existing surface and groundwater levels in order

TR030002-000758-Document 6.12 Mitigation and Monitoring Strategy.pdf:47:whilst YPL needed to be precautionary due to the potential for unintended effects on groundwater

NGCT_Final_ES at KK with figs.pdf:6: Groundwater conditions 234

NGCT_Final_ES at KK with figs.pdf:6: 8.1.9 Groundwater analysis 239

NGCT_Final_ES at KK with figs.pdf:18:8.4 Groundwater sample chemical analyses 241

NGCT_Final_ES at KK with figs.pdf:130: Risk to shallow Medium Medium Low Groundwater currently impacted

NGCT_Final_ES at KK with figs.pdf:130: groundwater by contamination but once hard

NGCT_Final_ES at KK with figs.pdf:130: Risk to deep Negligible Negligible Negligible Deep groundwater currently

NGCT_Final_ES at KK with figs.pdf:130: groundwater protected from contamination

NGCT_Final_ES at KK with figs.pdf:137: • Potential for contamination of groundwater and surface water;

NGCT_Final_ES at KK with figs.pdf:168: polluting effects of discharges into watercourse, water bodies or groundwater. Policy

NGCT_Final_ES at KK with figs.pdf:179: To protect and enhance the quality of Middlesbrough's groundwater

NGCT_Final_ES at KK with figs.pdf:259: Agency Groundwater Vulnerability Map (Sheet No. 5: Tyne & Tees) to refer to

NGCT_Final_ES at KK with figs.pdf:259: Environment Agency Groundwater Vulnerability Map to be a major aquifer,

NGCT_Final_ES at KK with figs.pdf:259: aquifer of negligible permeability. It is probable that shallow groundwater within

NGCT_Final_ES at KK with figs.pdf:259: Groundwater flow within the Alluvium is estimated to be towards the Tees

NGCT_Final_ES at KK with figs.pdf:261: dissolved oxygen content of the groundwater was undertaken at all five

NGCT_Final_ES at KK with figs.pdf:261: potential to impact groundwater resources beneath the site, leachate tests were

NGCT_Final_ES at KK with figs.pdf:262: 7. In order to assess extent of any groundwater contamination groundwater

NGCT_Final_ES at KK with figs.pdf:263:Groundwater conditions

NGCT_Final_ES at KK with figs.pdf:263: 12. Groundwater was struck during the installation of all of the five boreholes and

NGCT_Final_ES at KK with figs.pdf:263: conductivity with the estuary; however no significant fluctuations in groundwater

NGCT_Final_ES at KK with figs.pdf:263: every sampling visit; groundwater within trial pit 8 was recorded at 2.18m to

NGCT_Final_ES at KK with figs.pdf:263: 14. Groundwater levels were reported to be lower (below ground level) at the south

NGCT_Final_ES at KK with figs.pdf:263: groundwater struck at between 3.0m and 5.6m below ground level (bgl) in the

NGCT_Final_ES at KK with figs.pdf:264: Dabholm Gut, the groundwater rose by a maximum of 1.10m in 20 minutes;

NGCT_Final_ES at KK with figs.pdf:264: whereas in the vicinity of Tees Dock, the groundwater rose by a maximum of

NGCT_Final_ES at KK with figs.pdf:264: northern half of the site and reported groundwater struck at between 4m and 6m

NGCT_Final_ES at KK with figs.pdf:264: 17. Chemical testing of soil, leachate and groundwater samples was undertaken as

NGCT_Final_ES at KK with figs.pdf:264: 19. In order to assess the risk to surface water or groundwater, the relevant Drinking

NGCT_Final_ES at KK with figs.pdf:264: 1. The pH of the groundwater was found to vary from 6.94 to 7.44 and electrical

NGCT_Final_ES at KK with figs.pdf:264: the groundwater.

NGCT_Final_ES at KK with figs.pdf:268:8.1.9 Groundwater analysis

NGCT_Final_ES at KK with figs.pdf:270:Table 8.4 Groundwater sample chemical analyses

NGCT_Final_ES at KK with figs.pdf:271: 2. In a number of cases, the limits of detection from analyses of groundwater

NGCT_Final_ES at KK with figs.pdf:271: 5. Elevated concentrations of sulphate were detected in the groundwater, which

NGCT_Final_ES at KK with figs.pdf:273: impact the groundwater quality beneath the site as a result of contaminated

NGCT_Final_ES at KK with figs.pdf:273: leachate entering groundwater.

NGCT_Final_ES at KK with figs.pdf:273: • Shallow groundwater – Groundwater is known to be present between

NGCT_Final_ES at KK with figs.pdf:273: − Shallow groundwater – The existing perched groundwater is impacted in some

NGCT_Final_ES at KK with figs.pdf:273: − Deep groundwater – The Sherwood Sandstone Formation is indicated by the

NGCT_Final_ES at KK with figs.pdf:273: Environment Agency Groundwater Vulnerability Map to be a major aquifer.

NGCT_Final_ES at KK with figs.pdf:274: Protection Zone. Therefore the underlying groundwater is not considered to be a

NGCT_Final_ES at KK with figs.pdf:275: Risk to shallow groundwater Medium The existing perched groundwater appears to be impacted in

NGCT_Final_ES at KK with figs.pdf:275: Risk to deep groundwater Negligible Any deep groundwater at the site is protected by the relatively

NGCT_Final_ES at KK with figs.pdf:275: contaminants would reach the deep groundwater.

NGCT_Final_ES at KK with figs.pdf:276: deeper groundwater.

NGCT_Final_ES at KK with figs.pdf:276: • Groundwater – Contaminants may be able to migrate in soluble, free or

NGCT_Final_ES at KK with figs.pdf:276: dissolved phase along predominant groundwater flow pathways, if they reach

NGCT_Final_ES at KK with figs.pdf:276: − Shallow Groundwater - The site is underlain by a minor aquifer, which is

NGCT_Final_ES at KK with figs.pdf:276: indicated by the Environment Agency Groundwater Vulnerability Map (Sheet No.

NGCT_Final_ES at KK with figs.pdf:276: 5: Tyne & Tees) to refer to the Alluvium. The shallow groundwater is already

NGCT_Final_ES at KK with figs.pdf:276: contaminants which may further impact the perched groundwater.

NGCT_Final_ES at KK with figs.pdf:276: − Deep Groundwater –The Sherwood Sandstone Formation is indicated by the

NGCT_Final_ES at KK with figs.pdf:276: Environment Agency Groundwater Vulnerability Map to be a major aquifer.

NGCT_Final_ES at KK with figs.pdf:276: Protection Zone. Therefore the underlying groundwater is not considered to be a

NGCT_Final_ES at KK with figs.pdf:277: the soils or groundwater during development.

NGCT_Final_ES at KK with figs.pdf:277: Risk to shallow groundwater Medium The existing perched groundwater appears to be impacted in some

NGCT_Final_ES at KK with figs.pdf:277: impact the shallow groundwater.

NGCT_Final_ES at KK with figs.pdf:277: Risk to deep groundwater Negligible Any deep groundwater at the site is protected by the relatively

NGCT_Final_ES at KK with figs.pdf:277: leachable contaminants would reach the deep groundwater.

NGCT_Final_ES at KK with figs.pdf:277: groundwater during development

NGCT_Final_ES at KK with figs.pdf:279: − Shallow groundwater – The shallow groundwater will still be present in the

NGCT_Final_ES at KK with figs.pdf:279: ground underlying the development and the groundwater in the Alluvium is

NGCT_Final_ES at KK with figs.pdf:279: indicated by the Environment Agency Groundwater Vulnerability Map (Sheet No.

NGCT_Final_ES at KK with figs.pdf:279: mobilization of contaminants. Therefore the shallow groundwater is not

NGCT_Final_ES at KK with figs.pdf:279: − Deep Groundwater – The Sherwood Sandstone Formation is indicated by the

NGCT_Final_ES at KK with figs.pdf:279: Environment Agency Groundwater Vulnerability Map to be a major aquifer.

NGCT_Final_ES at KK with figs.pdf:279: Protection Zone. Therefore the underlying groundwater is not considered to be a

NGCT_Final_ES at KK with figs.pdf:280: contaminated or aggressive material present within the soils or groundwater

NGCT_Final_ES at KK with figs.pdf:280: Risk to shallow Low The existing perched groundwater appears to be impacted in some areas by

NGCT_Final_ES at KK with figs.pdf:280: groundwater the contamination contained within the made ground. However, some

NGCT_Final_ES at KK with figs.pdf:280: Risk to deep groundwater Negligible Any deep groundwater at the site is protected by the relatively impermeable

NGCT_Final_ES at KK with figs.pdf:280: contaminants would reach the deep groundwater. In addition, following

NGCT_Final_ES at KK with figs.pdf:280: aggressive material present within the soils or groundwater during

IBPB8270R001F01_EIA REPORT(2).pdf:75: environment, including groundwater, inland surface water, transitional

IBPB8270R001F01_EIA REPORT(2).pdf:75: result in surface waters, groundwaters or protected areas failing to 5.6.2

IBPB8270R001F01_EIA REPORT(2).pdf:277:coastal water body (GB650301500005) and the Tees Mercia Mudstone & Redcar Mudstone groundwater

IBPB8270R001F01_EIA REPORT(2).pdf:277: • Effects on the chemical status of the groundwater body due to construction and presence of the

IBPB8270R001F01_EIA REPORT(2).pdf:277:A risk to the Tees Mercia Mudstone & Redcar Mudstone groundwater body was also identified, particularly

IBPB8270R001F01_EIA REPORT(2).pdf:278:geology (and consequently controlled waters, including the groundwater body). With these mitigation

IBPB8270R001F01_EIA REPORT(2).pdf:631:modified to enable assessment of the groundwater body.

IBPB8270R001F01_EIA REPORT(2).pdf:631:Redcar Mudstone groundwater body (GB40302G701300). Information for these water bodies has been

IBPB8270R001F01_EIA REPORT(2).pdf:631:groundwater body, the WFD compliance parameters have been listed and risks to those considered. The

IBPB8270R001F01_EIA REPORT(2).pdf:631:2.2 for surface water bodies and Table 2.3 for the groundwater body.

IBPB8270R001F01_EIA REPORT(2).pdf:633:Table 2.3 Summary of scoping findings for the Tees Mercia Mudstone & Redcar Mudstone groundwater body (GB40302G701300)

IBPB8270R001F01_EIA REPORT(2).pdf:633:Capital dredging No - dredging will not impact on the WFD groundwater body No - dredging will not impact on the WFD groundwater body

IBPB8270R001F01_EIA REPORT(2).pdf:633: for existing or new soil contaminants to enter the groundwater.

IBPB8270R001F01_EIA REPORT(2).pdf:633: for existing or new soil contaminants to enter the groundwater.

IBPB8270R001F01_EIA REPORT(2).pdf:634: • Groundwater chemical status: Construction and presence of container terminal/landside elements

IBPB8270R001F01_EIA REPORT(2).pdf:638:2.4.7 Construction and presence of container terminal: Risks to groundwater

IBPB8270R001F01_EIA REPORT(2).pdf:638:sandstone, slag cinder and mudstone. Chemical testing of the soil and groundwater was undertaken

IBPB8270R001F01_EIA REPORT(2).pdf:638:the groundwater waterbody and also create pathways between strata unless carefully designed and

IBPB8270R001F01_EIA REPORT(2).pdf:639:controlled waters, including the groundwater body).

IBPB8270R001F01_EIA REPORT(2).pdf:639:groundwater. The site surfacing and drainage system will reduce the potential for further contaminant

IBPB8270R001F01_EIA REPORT(2).pdf:639:groundwater as a result of the proposed scheme. With these mitigation measures in place, the NGCT is

IBPB8270R001F01_EIA REPORT(2).pdf:644:Groundwater Body Information – Tees Mercia Mudstone & Redcar Mudstone groundwater body

IBPB8270R001F01_EIA REPORT(2).pdf:644: Water body type (groundwater, estuarine or coastal) Groundwater

IBPB8270R001F01_EIA REPORT(2).pdf:647:dredging (tables taken from Clearing the Waters for All; Environment Agency, 2016) and modified to assess the potential effects for the groundwater

IBPB8270R001F01_EIA REPORT(2).pdf:647:body. Note that for dredging, there is no pathway for effect on the groundwater so only the surface water is considered here.

IBPB8270R001F01_EIA REPORT(2).pdf:654:potential effects for the groundwater body).

IBPB8270R001F01_EIA REPORT(2).pdf:662:Groundwater Quantitative Status

IBPB8270R001F01_EIA REPORT(2).pdf:662:Groundwater Chemical Status

IBPB8270R001F01_EIA REPORT(2).pdf:662: Status may have an impact the quality of groundwater and result in impacts on water quality

IBPB8270R001F01_EIA REPORT(2).pdf:662: Chemical Groundwater dependent ✓

IBPB8270R001F01_EIA REPORT(2).pdf:663:Groundwater Supporting elements

IBPB8270R001F01_EIA REPORT(2).pdf:663:Groundwater WFD Summary

IBPB8270R001F01_EIA REPORT(2).pdf:664:groundwater body.

IBPB8270R001F01_EIA REPORT(2).pdf:665: With respect to the groundwater, the activities considered relevant are installation of any new buildings

IBPB8270R001F01_EIA REPORT(2).pdf:669:Groundwater Quantitative Status

IBPB8270R001F01_EIA REPORT(2).pdf:669:Groundwater WFD Chemical Status

IBPB8270R001F01_EIA REPORT(2).pdf:669: Status may have an impact the quality of groundwater and result in impacts on water quality

IBPB8270R001F01_EIA REPORT(2).pdf:669: Chemical Groundwater dependent ✓

IBPB8270R001F01_EIA REPORT(2).pdf:670:Groundwater Supporting elements

IBPB8270R001F01_EIA REPORT(2).pdf:670:Groundwater Summary

IBPB8270R001F01_EIA REPORT(2).pdf:670: contaminants to enter the groundwater body

IBPB8270R001F01_EIA REPORT.pdf:75: environment, including groundwater, inland surface water, transitional

IBPB8270R001F01_EIA REPORT.pdf:75: result in surface waters, groundwaters or protected areas failing to 5.6.2

IBPB8270R001F01_EIA REPORT.pdf:277:coastal water body (GB650301500005) and the Tees Mercia Mudstone & Redcar Mudstone groundwater

IBPB8270R001F01_EIA REPORT.pdf:277: • Effects on the chemical status of the groundwater body due to construction and presence of the

IBPB8270R001F01_EIA REPORT.pdf:277:A risk to the Tees Mercia Mudstone & Redcar Mudstone groundwater body was also identified, particularly

IBPB8270R001F01_EIA REPORT.pdf:278:geology (and consequently controlled waters, including the groundwater body). With these mitigation

IBPB8270R001F01_EIA REPORT.pdf:631:modified to enable assessment of the groundwater body.

IBPB8270R001F01_EIA REPORT.pdf:631:Redcar Mudstone groundwater body (GB40302G701300). Information for these water bodies has been

IBPB8270R001F01_EIA REPORT.pdf:631:groundwater body, the WFD compliance parameters have been listed and risks to those considered. The

IBPB8270R001F01_EIA REPORT.pdf:631:2.2 for surface water bodies and Table 2.3 for the groundwater body.

IBPB8270R001F01_EIA REPORT.pdf:633:Table 2.3 Summary of scoping findings for the Tees Mercia Mudstone & Redcar Mudstone groundwater body (GB40302G701300)

IBPB8270R001F01_EIA REPORT.pdf:633:Capital dredging No - dredging will not impact on the WFD groundwater body No - dredging will not impact on the WFD groundwater body

IBPB8270R001F01_EIA REPORT.pdf:633: for existing or new soil contaminants to enter the groundwater.

IBPB8270R001F01_EIA REPORT.pdf:633: for existing or new soil contaminants to enter the groundwater.

IBPB8270R001F01_EIA REPORT.pdf:634: • Groundwater chemical status: Construction and presence of container terminal/landside elements

IBPB8270R001F01_EIA REPORT.pdf:638:2.4.7 Construction and presence of container terminal: Risks to groundwater

IBPB8270R001F01_EIA REPORT.pdf:638:sandstone, slag cinder and mudstone. Chemical testing of the soil and groundwater was undertaken

IBPB8270R001F01_EIA REPORT.pdf:638:the groundwater waterbody and also create pathways between strata unless carefully designed and

IBPB8270R001F01_EIA REPORT.pdf:639:controlled waters, including the groundwater body).

IBPB8270R001F01_EIA REPORT.pdf:639:groundwater. The site surfacing and drainage system will reduce the potential for further contaminant

IBPB8270R001F01_EIA REPORT.pdf:639:groundwater as a result of the proposed scheme. With these mitigation measures in place, the NGCT is

IBPB8270R001F01_EIA REPORT.pdf:644:Groundwater Body Information – Tees Mercia Mudstone & Redcar Mudstone groundwater body

IBPB8270R001F01_EIA REPORT.pdf:644: Water body type (groundwater, estuarine or coastal) Groundwater

IBPB8270R001F01_EIA REPORT.pdf:647:dredging (tables taken from Clearing the Waters for All; Environment Agency, 2016) and modified to assess the potential effects for the groundwater

IBPB8270R001F01_EIA REPORT.pdf:647:body. Note that for dredging, there is no pathway for effect on the groundwater so only the surface water is considered here.

IBPB8270R001F01_EIA REPORT.pdf:654:potential effects for the groundwater body).

IBPB8270R001F01_EIA REPORT.pdf:662:Groundwater Quantitative Status

IBPB8270R001F01_EIA REPORT.pdf:662:Groundwater Chemical Status

IBPB8270R001F01_EIA REPORT.pdf:662: Status may have an impact the quality of groundwater and result in impacts on water quality

IBPB8270R001F01_EIA REPORT.pdf:662: Chemical Groundwater dependent ✓

IBPB8270R001F01_EIA REPORT.pdf:663:Groundwater Supporting elements

IBPB8270R001F01_EIA REPORT.pdf:663:Groundwater WFD Summary

IBPB8270R001F01_EIA REPORT.pdf:664:groundwater body.

IBPB8270R001F01_EIA REPORT.pdf:665: With respect to the groundwater, the activities considered relevant are installation of any new buildings

IBPB8270R001F01_EIA REPORT.pdf:669:Groundwater Quantitative Status

IBPB8270R001F01_EIA REPORT.pdf:669:Groundwater WFD Chemical Status

IBPB8270R001F01_EIA REPORT.pdf:669: Status may have an impact the quality of groundwater and result in impacts on water quality

IBPB8270R001F01_EIA REPORT.pdf:669: Chemical Groundwater dependent ✓

IBPB8270R001F01_EIA REPORT.pdf:670:Groundwater Supporting elements

IBPB8270R001F01_EIA REPORT.pdf:670:Groundwater Summary

IBPB8270R001F01_EIA REPORT.pdf:670: contaminants to enter the groundwater body

PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:18:body and the Tees Mercia Mudstone & Redcar Mudstone groundwater body.

PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:18:A risk to the Tees Mercia Mudstone & Redcar Mudstone groundwater body was also identified, particularly

PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:18:controlled waters, including the groundwater body). With these controls in place, the proposed NGCT is

MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:26:overall status of the water body is Moderate (2019). There are no groundwater bodies in the location of

MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:26:overall status of the water body is Moderate (2019). There are no groundwater bodies in the location of

3 EIS Appendices (3).pdf:43:f) Disposal of waste material. Potential contamination of groundwater and

1911South-Tees-Master-Plan-Nov-19.2.pdf:62:undertaken as ground investigation works are completed groundwater) and the water environment;

1911South-Tees-Master-Plan-Nov-19.2.pdf:62:within the Redcar Works Complex, Lackenby and Steel groundwater);

1911South-Tees-Master-Plan-Nov-19.2.pdf:81:site enabling works (e.g. land / groundwater remediation,

20210119 MLA202000506 Tees South Bank Quay CP advice + JPQC.pdf:5:37. Mitigation for the possible remobilising of groundwater contaminants due to construction and

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:142: environment, including groundwater, inland surface water, transitional impacts are assessment

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:142: result in surface waters, groundwaters or protected areas failing to 5.6.2

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:167:It is also possible that potentially contaminated groundwater could be diverted around the physical barriers

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:167:This could create the potential for contaminated groundwater to impact areas outside of the proposed

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:167:possible to determine whether contaminated groundwater and mobile contaminants are present within the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:167:study area. If contaminated groundwater and mobile contaminants are identified, remediation would be

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:172:Groundwater (Water Framework Directive) (England) Direction 2016

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:172:The aim of the Groundwater (Water Framework Directive) (England) Direction (2016) is to set out

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:172:instructions and obligations for the Environment Agency to protect groundwater, including monitoring and

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:172:setting threshold values for both existing and new pollutants in groundwater. This legislation is relevant to

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:172:land quality as it will assist in determining the sensitivity of groundwater resources within the proposed

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:173: Land contamination groundwater compliance points: quantitative risk assessments, 2017; and,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:173: • Environment Agency, The Environment Agency’s approach to groundwater protection, 2018.

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: impact both groundwater quality and / or

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174: (SPZs) and groundwater abstraction licences

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174: groundwater are discussed in Section 8.5 and

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:175: • groundwater SPZ 1;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:175: • public water supplies / licensed surface water and groundwater abstractions for potable use;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:175: • surface and groundwaters supporting internationally designated sites.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:176: • groundwater SPZ 2 and SPZ 3;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:176: • surface and groundwaters supporting nationally designated sites SSSI, SPA, Ramsar sites).

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:176: • groundwater or surface waters supporting regionally important sites (e.g. Local Nature Reserve (LNR),

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:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:high groundwater vulnerability risk by the Environment Agency. A high groundwater vulnerability

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:groundwater vulnerability designation indicates that there are areas present which offer some groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:There are no recorded groundwater abstractions both within the footprint of the proposed scheme or within

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:1km of its boundary. The proposed scheme footprint is not located within a groundwater SPZ or within

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:impacted by saline intrusion. Given this assumption, it is further assumed that the groundwater present

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:would not be considered suitable for potable groundwater abstraction.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:lack of potable groundwater abstractions, likely saline intrusion and the absence of a SPZ, groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:184:maximum concentration of 285mg/kg and PAHs at 25mg/kg. Groundwater analysis recorded a maximum

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:184:groundwater, protective of controlled water receptors were provided.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186: Impacts on groundwater quality during earthworks and piling

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:There are no licenced groundwater abstractions, including potable water, recorded either within the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:Made Ground deposits as well as allowing for potentially contaminated perched groundwater to migrate to

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:The outline remediation strategy (Wood, 2019) considers that the potential hazard to groundwater is medium

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:and likely saline intrusion, the significance of risk to groundwater is moderate to low and Wood concluded

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:that no active remediation of groundwater is required. Comments received by RCBC (Ref:153731,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:active remediation of groundwater is not required as part of the proposed scheme.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:intrusion thus rendering the groundwater unsuitable for potable water abstraction, the likely magnitude of

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:effect to the groundwater is considered to be low. Therefore the overall impact on groundwater quality

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:There remains a data gap with respect to the quality of groundwater across the proposed scheme footprint.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:groundwater samples for laboratory analysis, and to facilitate the monitoring of groundwater. The findings

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187: contaminants in groundwater and surface runoff

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187:anticipated that groundwater within the proposed scheme footprint is in hydraulic connectivity with the

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:To further assess the potential impact to surface water receptors from impacted groundwater or surface run

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187:off during construction works, further supplementary intrusive investigation and groundwater monitoring is

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:188:groundwater (if present) to impact areas outside the proposed scheme footprint, for example neighbouring

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:188:contaminated groundwater and mobile contaminants, e.g. non-aqueous phase liquids (NAPLs) are present

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:188:within the proposed scheme footprint. If contaminated groundwater and mobile contaminants are identified

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:424:water, groundwater, reservoirs and other sources. A review of findings from previous FRAs within the Tees

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:20.4.2.2 Flooding from groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:at which the water level rises. However, groundwater flooding can cause significant damage to property

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:considered that there is a medium risk of groundwater flooding; however, as this is likely to be inherently

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: scheme footprint, which reported groundwater was

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: groundwater level could be linked to tidal levels in the River

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: Groundwater Medium Tees, especially due to its proximity, i.e. adjacent, to the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: and potential connectivity between tidal and groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: groundwater flooding.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:432:Section 20.4 and the FRA (Appendix 15) identified that tidal flooding and groundwater flooding represents

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:522:The project is located within the Tees estuary water body (GB510302509900) and the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:525:The information for the groundwater body is presented in Table 28.3.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:527:Mudstone Groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:527: Water body type (groundwater, estuarine or coastal) Groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:527:in Appendix 16A for surface waters and Appendix 16B for groundwater bodies. A summary of the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:527:groundwater bodies.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:529:Table 28.5 Summary of scoping for the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:529:C1 Demolition of wharf and jetties No – demolition of the structures would not impact on the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:529:C2 Capital Dredging No – dredging will not impact on the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:529:C4 installation of rock blanket No – the installation of the rock blanket would not impact on the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:530: • For C3 – Hydromorphology and groundwater – chemical quality elements.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:530: • For C5 – Hydromorphology and RBMP mitigation measures, Groundwater – chemical quality

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:540: Groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:541:28.6.3 Groundwater body – chemical quality

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:541:and to facilitate the monitoring of groundwater and ground gases. The findings of the intrusive investigation

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:541:contaminated groundwater and mobile contaminants are present within the footprint of the proposed

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:541:effects on the groundwater body are not predicted.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:542: Groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:543:28.7.3 Groundwater body - Chemical quality

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:543:Made Ground deposits as well as allowing for potentially contaminated perched / shallow groundwater to

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:544: • The combined effect of piling and riverbank excavation on the groundwater body (potentially

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:544: affecting groundwater chemical quality).

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:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:549: • Groundwater: chemical quality

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:549:remediated appropriately remove the risk to both the groundwater and the transitional water body.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:1: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:2: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:3: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:4: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:5: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:6: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:7: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:8: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:9: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:10: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:11: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:12: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:13: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:14: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:15: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:16: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:17: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:18: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:19: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:20: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:21: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:22: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:23: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:24: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:25: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:26: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:27: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:28: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:29: 2. No Groundwater Noted.

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:30: 2. No Groundwater Noted.

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:142: environment, including groundwater, inland surface water, transitional impacts are assessment

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:142: result in surface waters, groundwaters or protected areas failing to 5.6.2

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:167:It is also possible that potentially contaminated groundwater could be diverted around the physical barriers

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:This could create the potential for contaminated groundwater to impact areas outside of the proposed

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:possible to determine whether contaminated groundwater and mobile contaminants are present within the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:study area. If contaminated groundwater and mobile contaminants are identified, remediation would be

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:Groundwater (Water Framework Directive) (England) Direction 2016

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:The aim of the Groundwater (Water Framework Directive) (England) Direction (2016) is to set out

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:instructions and obligations for the Environment Agency to protect groundwater, including monitoring and

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:setting threshold values for both existing and new pollutants in groundwater. This legislation is relevant to

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:land quality as it will assist in determining the sensitivity of groundwater resources within the proposed

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:173: Land contamination groundwater compliance points: quantitative risk assessments, 2017; and,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:173: • Environment Agency, The Environment Agency’s approach to groundwater protection, 2018.

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: impact both groundwater quality and / or

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174: (SPZs) and groundwater abstraction licences

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174: groundwater are discussed in Section 8.5 and

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:175: • groundwater SPZ 1;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:175: • public water supplies / licensed surface water and groundwater abstractions for potable use;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:175: • surface and groundwaters supporting internationally designated sites.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:176: • groundwater SPZ 2 and SPZ 3;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:176: • surface and groundwaters supporting nationally designated sites SSSI, SPA, Ramsar sites).

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:176: • groundwater or surface waters supporting regionally important sites (e.g. Local Nature Reserve (LNR),

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:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:high groundwater vulnerability risk by the Environment Agency. A high groundwater vulnerability

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:groundwater vulnerability designation indicates that there are areas present which offer some groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:There are no recorded groundwater abstractions both within the footprint of the proposed scheme or within

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:1km of its boundary. The proposed scheme footprint is not located within a groundwater SPZ or within

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:impacted by saline intrusion. Given this assumption, it is further assumed that the groundwater present

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:would not be considered suitable for potable groundwater abstraction.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:lack of potable groundwater abstractions, likely saline intrusion and the absence of a SPZ, groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:maximum concentration of 285mg/kg and PAHs at 25mg/kg. Groundwater analysis recorded a maximum

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:groundwater, protective of controlled water receptors were provided.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186: Impacts on groundwater quality during earthworks and piling

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:There are no licenced groundwater abstractions, including potable water, recorded either within the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:Made Ground deposits as well as allowing for potentially contaminated perched groundwater to migrate to

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:The outline remediation strategy (Wood, 2019) considers that the potential hazard to groundwater is medium

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:and likely saline intrusion, the significance of risk to groundwater is moderate to low and Wood concluded

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:that no active remediation of groundwater is required. Comments received by RCBC (Ref:153731,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:active remediation of groundwater is not required as part of the proposed scheme.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:intrusion thus rendering the groundwater unsuitable for potable water abstraction, the likely magnitude of

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:effect to the groundwater is considered to be low. Therefore the overall impact on groundwater quality

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:There remains a data gap with respect to the quality of groundwater across the proposed scheme footprint.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:groundwater samples for laboratory analysis, and to facilitate the monitoring of groundwater. The findings

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187: contaminants in groundwater and surface runoff

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:anticipated that groundwater within the proposed scheme footprint is in hydraulic connectivity with the

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:To further assess the potential impact to surface water receptors from impacted groundwater or surface run

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:off during construction works, further supplementary intrusive investigation and groundwater monitoring is

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:188:groundwater (if present) to impact areas outside the proposed scheme footprint, for example neighbouring

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:contaminated groundwater and mobile contaminants, e.g. non-aqueous phase liquids (NAPLs) are present

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:within the proposed scheme footprint. If contaminated groundwater and mobile contaminants are identified

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:424:water, groundwater, reservoirs and other sources. A review of findings from previous FRAs within the Tees

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:20.4.2.2 Flooding from groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:at which the water level rises. However, groundwater flooding can cause significant damage to property

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:considered that there is a medium risk of groundwater flooding; however, as this is likely to be inherently

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: scheme footprint, which reported groundwater was

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: groundwater level could be linked to tidal levels in the River

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: Groundwater Medium Tees, especially due to its proximity, i.e. adjacent, to the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: and potential connectivity between tidal and groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: groundwater flooding.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:432:Section 20.4 and the FRA (Appendix 15) identified that tidal flooding and groundwater flooding represents

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:522:The project is located within the Tees estuary water body (GB510302509900) and the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:525:The information for the groundwater body is presented in Table 28.3.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:527:Mudstone Groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:527: Water body type (groundwater, estuarine or coastal) Groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:527:in Appendix 16A for surface waters and Appendix 16B for groundwater bodies. A summary of the

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:527:groundwater bodies.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:Table 28.5 Summary of scoping for the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:C1 Demolition of wharf and jetties No – demolition of the structures would not impact on the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:C2 Capital Dredging No – dredging will not impact on the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:C4 installation of rock blanket No – the installation of the rock blanket would not impact on the groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:530: • For C3 – Hydromorphology and groundwater – chemical quality elements.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:530: • For C5 – Hydromorphology and RBMP mitigation measures, Groundwater – chemical quality

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:540: Groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:28.6.3 Groundwater body – chemical quality

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:541:and to facilitate the monitoring of groundwater and ground gases. The findings of the intrusive investigation

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:contaminated groundwater and mobile contaminants are present within the footprint of the proposed

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:effects on the groundwater body are not predicted.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:542: Groundwater body

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:28.7.3 Groundwater body - Chemical quality

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:Made Ground deposits as well as allowing for potentially contaminated perched / shallow groundwater to

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544: • The combined effect of piling and riverbank excavation on the groundwater body (potentially

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544: affecting groundwater chemical quality).

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:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549: • Groundwater: chemical quality

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:remediated appropriately remove the risk to both the groundwater and the transitional water body.

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-1108_NTS-5.pdf:13:significance to groundwater, moderate adverse to the Tees estuary and associated ecological receptors

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:66:assessment of impacts to the Tees Mercia Mudstone & Redcar Mudstone groundwater body as well as

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:249:3.2.1 Groundwater abstractions 9

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:249:3.2.2 Groundwater Source Protection Zones 10

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:251:groundwater abstractions within 1km of the site boundary. The site is adjacent to the River Tees to the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:254: • Outlining the environmental risks with regard to ground, groundwater and ground gas conditions,

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:254: • Environment Agency (EA) GP3 ‘Groundwater Protection: Policy and Practice’ and,

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:259:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:These strata reduce the likelihood of vertical migration of shallow groundwater to deeper aquifer units and

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:are predominantly lower permeability layers which may store and yield limited amounts of groundwater due

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:an area of medium to high groundwater vulnerability.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:site is located within an area with a potential for groundwater flooding to occur at surface.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:3.2.1 Groundwater abstractions

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:The Groundsure Insight Report (Appendix C) records no groundwater abstractions licences on site. There

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:are three historical groundwater abstractions approximately 1.2km north west of the site belonging to ICI

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:3.2.2 Groundwater Source Protection Zones

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable

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:derived screening criteria. Groundwater results were compared with UK Drinking Water Standards (DWS)

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:Groundwater samples were collected from 3AB2 on one occasion, selenium (0.013mg/l), boron (1.3mg/l)

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:240mg/l. Groundwater within 3AB2 was recorded at an elevation of 7.56m bgl.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:the River Tees where the historical infilling for land reclamation would have been deepest. Groundwater

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:13m bgl, underlain by Alluvium described as grey, black silty SAND. Groundwater was encountered within

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:the Alluvium and CORUS UK interpreted groundwater flow to be to the north towards the River Tees.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:Groundwater analysis recorded a maximum concentration of TPH at 62µg/l in 2B3 and total PAH at less

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:than the method of detection limit in all the groundwater samples analysed.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:272:groundwater, protective of controlled water receptors were provided.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:273:into the ground, which may have subsequently migrated to the site in the direction of groundwater flow.

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: • lateral migration of groundwater and surface water run off to surface water features

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:276: Leaching, Groundwater:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: contaminated Deposits); Secondary within 1km of the site therefore groundwater is of

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: active groundwater remediation is not required on

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: of, groundwater or There is the potential for migration of contaminants

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: Groundwater:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: Vertical migration within 1km of the site therefore groundwater is of

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: active groundwater remediation is not required on

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: Groundwater:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: dissolution and within 1km of the site therefore groundwater is of low

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: active groundwater remediation is not required on the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: of, groundwater or There is the potential for migration of contaminants

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Groundwater:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Deposits); Secondary within 1km of the site therefore groundwater is of low

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:280: of groundwater River Tees, Mill

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: Groundwater:

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:east of the pumping station Leaching, trial pit EAT3), however there was no groundwater

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: of groundwater River Tees, Mill Moderate to

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: Groundwater:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: Groundwater:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: of groundwater River Tees, Mill

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: Vertical migration Groundwater:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: Groundwater:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: of groundwater River Tees, Mill

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: Groundwater:

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: site. migration via groundwater of flow or migration of

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: Groundwater:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: groundwater with controlled water Low Risk remediated by providing a capping layer across the

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:283: Lateral migration Low Risk active groundwater remediation and this has been

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 contamination or hydrocarbons as free product may be present on the site or be migrating onto

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:285:groundwater quality and identify if this presents a development constraint.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: • It is also unknown if contaminants are migrating on to the site via groundwater or as non-aqueous

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: neighbouring site users and groundwater. The report should be informed by the results of

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:125:consolidated material on the coast at Hill Head, groundwater and the river, would lead to greater losses

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:345:4.4 Flooding from groundwater 19

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:of the proposed scheme footprint and notes that groundwater was recorded at 4.10m below ground level.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:footprint, within the SIZ landside development footprint. It found groundwater at 6.2m below ground level.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:groundwater is linked to tidal levels in the River Tees, with the groundwater levels deepening with distance

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:from the watercourse. Shallower groundwater levels adjacent to the watercourse are likely due to

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:The Groundwater Vulnerability Map7 shows:

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:“the vulnerability of groundwater to a pollutant discharged at ground level based on the hydrological,

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:depth to groundwater is not considered. The proposed scheme footprint falls within an area defined as

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351: Environment Agency, Groundwater Vulnerability Map. Available at https://magic.defra.gov.uk/MagicMap.aspx (Accessed

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:352:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:356:groundwater and ordinary watercourses) whilst the Environment Agency has a strategic overview role for

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:357:LFRMS is on 'local flooding' from surface water, groundwater or ordinary water courses such as streams

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:358:whether there is a significant risk in their area based on local flooding (surface water, groundwater, ordinary

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:359:a 1km grid square where over 75% of the land is susceptible to groundwater emergence, this is likely due

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:364:relevant planning documents to assess the risk of flooding from tidal, fluvial, surface water, groundwater,

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:4.4 Flooding from groundwater

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:within and immediately south of the proposed scheme footprint. The review of groundwater levels from the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:Tees, with the groundwater level decreasing with distance from the watercourse. There is likely to be

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:at which the water level rises. However, groundwater flooding can cause significant damage to property

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:Development within areas that are susceptible to groundwater flooding will generally not be suited to some

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:proximity to the River Tees and potential connectivity between tidal and groundwater levels, it is considered

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:that there is a medium risk of groundwater flooding; however, as this is likely to be inherently linked to tidal

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: groundwater was encountered at 2.05mAOD. These findings indicate that

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: groundwater level could be linked to tidal levels in the River Tees. Given the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: Groundwater Medium

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: and groundwater levels, it is considered that there is a medium risk of

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: groundwater flooding.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399:Appendix B Scoping tables for groundwater bodies

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399:Clearing the Waters for All, Environment Agency 2016 to reflect groundwater assets). Note that although the answer to the question is sometimes yes, the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Qualitative status Quantitative Dependent Surface Water Body Status No The proposed demolition would not impact on the groundwater body

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Chemical Drinking Water Protected Area groundwater body

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Chemical Groundwater dependent terrestrial ecosystem

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: elements groundwater body

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Status the groundwater body

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Status the groundwater body

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: Chemical Groundwater dependent terrestrial

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: the groundwater body

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: Water Body Status quality of groundwater and result in impacts on water quality. If not addressed during the development, the

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: aquifers and create new pathways which may impact both groundwater quality and / or usability.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: Chemical Groundwater No None within vicinity of proposed scheme

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Qualitative status Quantitative Dependent Surface Water Body Status No The placement of the rock would not impact on the groundwater

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Chemical Chemical Dependent Surface Water Body Status No The placement of the rock would not impact on the groundwater

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Chemical Groundwater dependent terrestrial ecosystem (GWDTEs)

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Supporting Prevent and limit objectives No The placement of the rock would not impact on the groundwater

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Qualitative Quantitative Dependent Surface Water Body No Construction of new quay would not interfere with groundwater levels.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Status contamination which may have an impact the quality of groundwater and result in

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: which may impact both groundwater quality and / or usability.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Chemical Groundwater dependent terrestrial No Not located within the vicinity of the project

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:402: Chemical Chemical Dependent Surface No Surface water would be managed and would not infiltrate to underlying groundwater. As a result there is no

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:402: Chemical Groundwater No

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:402: Chemical Chemical Dependent Surface No Surface water would be managed and would not infiltrate to underlying groundwater. As a result there is no

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:403: Chemical Groundwater No

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:15: Groundwater flooding is flooding that is caused by unusually high groundwater levels or

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:15: flow rates. During flooding, groundwater can emerge at the ground surface or within man-

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:15: groundwater flooding, including clearwater flooding due to prolonged heavy rainfall on

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:15: distant connected aquifers, alluvial and coastal groundwater flooding and that associated

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:15: The EA alongside the BGS have developed a groundwater vulnerability map4 accessed

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:15: high risk from groundwater. These risks are described on the BGS as:

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:15:4 BGS Groundwater vulnerability data. https://www.bgs.ac.uk/datasets/groundwater-vulnerability-data/ Assessed September 2022.

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:16: • High: areas able to easily transmit pollution to groundwater, characterised by high-

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:16: • Medium: areas that offer some groundwater protection. Intermediate between high

R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:16: Groundwater flooding is typically not a direct cause of flood risk, being a secondary factor

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:4:Groundwater Analysis

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:10:groundwater contamination arising from the former use of the land, inform risk assessments and

R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:Given the coastal location of the site adjacent to the River Tees, groundwater is present at shallow

R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:depth. The groundwater has been shown to be brackish in nature and to lie at between 1 to 2mAOD

R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:across the site. Some variation in groundwater has been noted, likely resulting from variable

R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:anticipated that the Bran Sands would have been characterised by a shallow groundwater that was

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:11:the made ground, with contamination within groundwater typically associated with NAPL which has

R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:A controlled waters DQRA has demonstrated groundwater beneath the site, and indeed the wider South

R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:Bank Area, to not be a receptor, principally on the basis the groundwater is brackish and unlikely to

R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:1:Risks to groundwater across the wider South Bank landholding including the area of the site were assessed in

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:6: PLAN GROUNDWATER

R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:6: No groundwater inflow observed.

R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:7: PLAN GROUNDWATER

R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf:7: No groundwater inflow observed.

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:9: 3.4. Groundwater Flood Risk:

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:9: 3.4.1. Groundwater flooding occurs when water levels in the ground rise above surface

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:9: groundwater due to localised features such as fissures.

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:9: 3.4.3. The top of groundwater table lies within the made ground layer between 1.3-2.2mAOD

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:9: 3.4.4. The risk of flooding from groundwater is therefore categorised as LOW.

R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:10: Groundwater LOW The proposed site is not at risk from groundwater. No mitigation LOW

Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:1: Groundwater aquifer - flows

Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:1: Groundwater aquifer - water quality

Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:1:G7.7 During future piling activities associated with future site redevelopment, groundwater quality of

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 7 Residual effects.pdf:2: piling risk assessment for the site. Therefore, any effects on groundwater quality are likely to be

Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:2: groundwater quality. This is likely to result a minor magnitude of change given the on-site

Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:2:G7.11 Groundwater aquifer - flows

Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:2:G7.13 Groundwater aquifer - water quality

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:2: Groundwater Regulations 1998 These require the prevention of List I substances (such as mercury,

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:2: cadmium, polyaromatic hydrocarbons) entering groundwater and the

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:2: avoid pollution of groundwater. Within the context of the WFD, the

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:2: groundwater daughter directive was brought into force in January 2009,

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:2: which will seek to prevent deterioration in groundwater quality.

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:3: Environment Agency ('EA') Principles and Practice for the Protection of Groundwater

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:3: CIRIA Report 515: Groundwater Control design and practice;

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:2: Groundwater Regulations 1998 These require the prevention of List I substances (such as mercury,

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:2: cadmium, polyaromatic hydrocarbons) entering groundwater and the

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:2: avoid pollution of groundwater. Within the context of the WFD, the

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:2: groundwater daughter directive was brought into force in January 2009,

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:2: which will seek to prevent deterioration in groundwater quality.

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:3: Environment Agency ('EA') Principles and Practice for the Protection of Groundwater

Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:3: CIRIA Report 515: Groundwater Control design and practice;

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:2: b groundwater monitoring;

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:2: Measures to Protect Environmental Receptors (Surface Waters and Groundwater)

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:3: • Assessment of groundwater quality across the entire site within the Made Ground,

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4: water and groundwater will be addressed and mitigated through the adoption of the measures

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4: Environmental Receptors (Surface Waters and Groundwater)

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4: effect on the receiving watercourse (River Tees) and the underlying groundwater. The surface

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4:H6.15 In addition, the prevention of pollution of groundwater will comply with the requirements of the

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4: 1 EA, Protect groundwater and prevent groundwater pollution, 2017 (ref 9.44);

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4: 2 EA, Groundwater protection technical guidance, 2017 (ref 9.45);

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4: 3 EA, The Environment Agency’s approach to groundwater protection, 2018 (ref 9.46);

Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:5: Environmental Receptors (Surface Waters and Groundwater)

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1:G6.1 The mitigation for impacts to surface water and groundwater impacts will be provided through

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1: 1 Environment Agency (EA) Principles and Practice for the Protection of Groundwater

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1: 5 CIRIA Report 515: Groundwater Control design and practice; and

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1: approach which integrates the urban water cycle including stormwater, groundwater

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:3: contamination of local groundwater

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:4: Groundwater and surface water

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: groundwater (affecting tested as part of a detailed drainage

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: ascertain whether there is a groundwater

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5:Secondary Aquifers Groundwater recharge

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5:(groundwater to the Secondary

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5:Secondary Aquifers Groundwater quality It is assumed the site is cut and As above, the risk of potential

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5:(groundwater quality) may be impacted by fill neutral. Any ground material mobilisation of contaminants is likely,

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: the groundwater drainage strategy shall reduce the

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5:groundwater mobilisation (e.g. fill neutral. Any ground material

Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:6: the groundwater - incorporate blue green networks. The

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:5: *Transitional water body (Coastal) Groundwater CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:7: Drinking Water Groundwater Safeguard Zones (SgZ) 20 CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:10: • Progressively reduce the pollution of groundwater and prevent or limit the CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:12: Redcar Mudstone – groundwater body5. CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:13: *Transitional water body (Coastal) Groundwater

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:21: site is underlain by the Mercia Mudstone and Redcar Mudstone groundwater body.

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:21: Tees Mercia Mudstone and Redcar Mudstone – groundwater body

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:24: groundwater bodies will be assessed in the

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:24: scoping and assessment but a full groundwater

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:28: providing for the protection of surface water and groundwater or for the

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:29: Drinking Water Groundwater Safeguard Zones (SgZ)

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:5: Groundwater Management ……………………………………………………………………………………… 20

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:8:  Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:9:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal,

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:13:horizontal and vertical migration of groundwater within more permeable horizons of the Glaciolacustrine

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:13:groundwater flow direction towards the north-east inferred from site data. It should be noted the inferred

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:13: Geology Aquifer Classification Groundwater flow

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:13: is considered low. Underlying groundwater within the Made Ground is considered of low

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:15: due to changes in loading or groundwater regime;

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:19:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:21: Manage perched and confined groundwater within the Made Ground encountered during

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26: Groundwater Management

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:Groundwater and accumulated water are anticipated to be encountered within excavations and

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:4.3.7.1 Removal of NAPL on Groundwater

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:to expose the groundwater table and identify if it is impacted by the above material and if groundwater

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:28: groundwater as far as is reasonably groundwater or accumulated water as far

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:36:  Laboratory analysis of recovered groundwater / treated groundwater to support off-site

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:41: On-Site Groundwater Source

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:41:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf:4: • The host geology is not conducive to gas generation nor to gas migration. The high groundwater level

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:5:Table 5 – Groundwater Elevations ………………………………………………………………………………………………….. 12

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:5:Table 10 – Groundwater & Gas Sampling ……………………………………………………………………………………….. 17

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:10:• Installation of 11no. twin installations for groundwater and gas monitoring with subsequent purge

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:10:• Installation of 4no. installations for groundwater and gas monitoring to replace those damaged or lost since

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:10:• 1no. round of groundwater sampling of all newly installed monitoring wells;

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:10: – Additional groundwater (six wells) and gas sampling (two wells) of selected locations

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:10:ground investigation; any design should take this into consideration. It should also be noted that groundwater

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:17:Six groundwater samples from three boreholes (BGP_BH004, BGP_BH007 and BGP_BH009 with dual well

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:18:Bedrock. The following table provides a summary of the groundwater elevations from a single monitoring round

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:18:Groundwater elevations across the GE plot have been illustrated on Figure 2 within Appendix A.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:18:Table 5 – Groundwater Elevations

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:18: Groundwater Elevation ranges (m AOD)

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:18:identified within monitoring wells during the BGP GI groundwater monitoring visits.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:20:NAPL was not identified within monitoring wells during the BGP GI groundwater monitoring visits. A DNAPL has

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:20:odours were reported during the groundwater monitoring. Arcadis note that sulphurous odours are common with

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:limited groundwater samples were tested for a range of contaminants of concern and screened against the

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:Ramsar site, SPA and a SSSI. Groundwater was not assessed as a receptor at significant risk based on the

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:industrial history of the site and its surroundings, the brackish nature of the groundwater due to proximity to the

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:estuary and the low potential for groundwater abstraction for potable water in the future. The resource potential

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:at two locations. The groundwater elevations recorded during the monitoring visits indicates this contamination

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22: groundwater (potential contaminants of concern (CoC) include VOC and SVOCs).

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:• Controlled Surface Waters: horizontal migration of contaminated groundwater to the River Tees.

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:22:2021d) concluded the risks to controlled waters was low, additional groundwater testing for the identified CoC

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:Section 4 below for further details), groundwater and gas samples were obtained from selected wells and tested

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:23:Table 10 – Groundwater & Gas Sampling

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:23: Groundwater Sampling Gas Sampling

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:23:that may be present will likely need to partition into groundwater to create the active vapour pathway), and the

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:23:groundwater samples indicate that although hydrocarbons are partitioning to some extent, the concentrations

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:23:The DQRA (Arcadis 2021d) calculations indicate that horizontal migration of contaminated groundwater into the

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:26:groundwater across the wider GE Plot area has not been identified, the risks of ground gases generated from

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:34: 2m AOD Groundwater

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: Unit or Groundwater Characteristic Characteristic Sulphate ACEC Class

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:38: Groundwater (9) 2,700 7.6 DS-3 AC-3

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:38: Groundwater (2) 1,400 7.2 DS-2 AC-2

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:38: Groundwater (6) 1,800 7.6 DS-3 AC-3

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:38: Groundwater (17) 2,700 7.5 DS-3 AC-3

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:40:boreholes as part of the BGP GI. Gypsum has the potential to be dissolved in the presence of groundwater.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:41:• Groundwater is resting between 1m and 2m AOD.

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:46: Title: GE Plot - Groundwater Elevation

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:74: 3.7 Groundwater …………………………………………………………………………………………………….7

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:75: Groundwater Monitoring Results 3

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:76:provide information on the subsurface ground and groundwater conditions as well as to obtain samples for

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:76:  Installation of gas/groundwater monitoring instrumentation.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:76:  Post site works gas/groundwater monitoring.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:76:  Gas and groundwater sampling.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78:groundwater encountered, samples taken and in-situ testing carried out together with any other relevant

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:80:3.7 Groundwater

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:80:The comments on groundwater conditions are based on the observations made at the time of investigation.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:80:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81:natural groundwater into the sonic sample holes and drillholes, which subsequently may have been sealed as

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81:Distinct groundwater strikes were not encountered in the exploratory holes during the site works operation.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:81:Standing groundwater levels were recorded in the majority of sonic sample holes and drillholes at the

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:82:Instruments were monitored for gas and/or groundwater on a number of occasions at regular intervals after

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:82:presented as Field Data Enclosure 3 (Groundwater Monitoring Results) and Field Data Enclosure 4 (Gas

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:82:Groundwater sampling was undertaken from selected installations during two rounds of monitoring. Water

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:84:with the post site work gas and groundwater monitoring visits. The results for the sample based PID tests are

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:84:Groundwater sampling was undertaken from selected installations during the two rounds of post site works

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:88:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:88:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:90:Groundwater

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:258:Groundwater Monitoring Results

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:521:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:521:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples.

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:674:Table E3: Groundwater GAC Protective of Human Health

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:674:NVP Contaminant has low vapour phase in groundwater

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:675:Table E3: Groundwater GAC Protective of Human Health

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:675:NVP Contaminant has low vapour phase in groundwater

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:678:Table E3: Groundwater GAC Protective of Human Health

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:678:NVP Contaminant has low vapour phase in groundwater

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:679:Table E3: Groundwater GAC Protective of Human Health

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:679:NVP Contaminant has low vapour phase in groundwater

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:680:Table E3: Groundwater GAC Protective of Human Health

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:680:NVP Contaminant has low vapour phase in groundwater

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:694:Generalised stratigraphy and groundwater conditions

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:694:In the model Z=0=10mAOD. The groundwater level was therefore set at 5mbgl (5mAOD).

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:698: groundwater phreatic surface are defined by the borehole.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:702: Groundwater table lower in the real

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:702: world. Lowering the groundwater by 3m

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:702: Groundwater

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4: • Piling in Layered Ground: risks to groundwater and archaeology – Environment Agency Science

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:5:reviewed as part of this assessment. In particular, it should be noted that groundwater levels vary due

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:8: brackish nature of the groundwater and the corresponding low potential for extraction, both

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:adjacent North Sea. Groundwater beneath the site is present at shallow depths and is brackish in

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:nature, as may be anticipated given the proximity of the North Sea. Monitoring of groundwater

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:elevations suggesting a single groundwater body is present below the site at nominally 1 to 2m AOD

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:across the site. Given the relative consistency in groundwater elevation across the various geological

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:units, it is likely that all units are in continuity with each other and a single groundwater body is present.

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:receptor from a controlled waters viewpoint. Given the brackish nature of the groundwater below the

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: Migration along Groundwater forms a

R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:2: i The host geology is not conducive to gas generation nor to gas migration. The high groundwater

R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:74:Describe the functions and values of the wetland in groundwater recharge, flood control, sediment trapping, shoreline

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:50: hydrogeology (groundwater quality and levels) and contamination.

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:51: • The risk to the superficial aquifer as a groundwater resource is considered to

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:51: shallow groundwater during construction and excavation works, (e.g. below-

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:51: contaminants to migrate to the groundwater is considered to be low given the

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:53: 1 and flood risk from all sources is considered to be low, except for groundwater

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:54: during operations, as well as potential risks to groundwater contamination from

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:55: groundwater such as piles, for example, by the provision of granular

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:55: groundwater flow rates to be approximately equivalent to that pre-

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:55:8.16 Prior to groundwater dewatering (if required during construction), the following

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:56: • Application for groundwater abstraction license

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:56: • If necessary, design remediation to treat groundwater and reduce

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:56: • Provision of strategy for monitoring of water quality, groundwater level and

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:57: ground conditions, groundwater, flood risk and surface water quality during

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:107: investigation to characterise soil and groundwater conditions. Subsequently, a

R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:108: Groundwater and surface water monitoring will be carried out associated with

R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: The intake of dioxins via dermal absorption, groundwater and surface water exposure pathways is

R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: 5.2.2 Groundwater

R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: Exposure via groundwater can only occur if the groundwater is contaminated and consumed

R-2023-0246-RMM-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: As such the pathway from groundwater is deemed to be an insignificant risk and has been excluded

R-2023-0246-RMM-MGE05034 Contaminated Land(1).pdf:1:preferential vertical pathways to groundwater.

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:10: to seep into the ground at a groundwater recharge

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: Dewatering of below-ground structures and excavations with Net reduction of contaminated groundwater

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: potential for leaching of additional contaminants to groundwater via the permeable surfaces will

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:16: particular recommendations for groundwater management and unexpected contamination. A

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:16: that the potential for leaching of additional contaminants to groundwater via the SuDS will be

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:9: • Progressively reduce the pollution of groundwater and prevent or limit the entry of pollutants;

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:11: Tees Coastal Water Catchment (tributary of Tidal Redcar Mudstone Groundwater

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:11: proposed development discharges into the for any discharges considered sufficiently this groundwater water body

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:14: Ramboll report noted that previous northeast of the site. groundwater flow direction to be in a

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:14: groundwater generally flowed in a between waterbodies.

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:14: - anticipates groundwater flow - -

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:14: groundwater bodies

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:14: influence on groundwater levels

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:15: - groundwater levels may be - No impacts are anticipated. No impacts are anticipated.

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:16: Table 3.3: WFD Scoping Assessment – Groundwater

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:16: Groundwater - Tees Mercia Mudstone and Redcar Mudstone

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:16: Groundwater water body

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:19: site to underlying groundwater bodies;

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:21: • Historical ground investigations at the site by Enviros in 2007 recorded groundwater levels between 1.52 mbgl and

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:21: 2.5 mbgl, with perched groundwater levels occurring within the Glaciolacustrine Deposits. Stantec inferred that

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:21: groundwater generally flowed in a westward’s direction towards the Tees Estuary. Given that the Tees Estuary is

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:21: Ramboll anticipates groundwater flow direction to be in a northerly to north-westerly direction. Stantec noted that

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:21: groundwater levels may be limited.

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:21: that while the site is considered a lower environmental sensitivity area with respect to groundwater, the EA did not

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:29:  locally reduced groundwater recharge;

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:30:  Protecting and improving the groundwater that supports existing drinking

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:30:  Groundwater within important aquifers for future supply of drinking water or

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:30:surface waters and groundwaters. In doing so, this would promote remediation

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:30:can be found on gov.uk and include Groundwater Protection, EA Approach to

R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:30:Groundwater Protection, Land Contamination Risk Management and the Guiding

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:4: Underlying Geology and Groundwater Levels 4

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:4: Groundwater Flood Risk 7

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:4: Groundwater 9

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:5: It has been determined the flood risk from all sources, with the exception of groundwater, is low

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:5: Groundwater flood risk is low-moderate but variable though the site due to changes in topography

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:5: and ground conditions. Groundwater flood risk should not increase significantly as a result of the

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:6: ii. An assessment of flood risk from all sources including tidal, fluvial, pluvial, groundwater

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:9: Underlying Geology and Groundwater Levels

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:10: Trial pits from the Arcadis Phase II site investigation indicated shallow groundwater within the

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:10: groundwater within granular horizons and subsurface structures. Borehole logs from the

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:10: investigation indicated groundwater in the superficial deposits from 1.1 mbgl to 3.0 mbgl (or

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:10: 3.7 mAOD to 7.1 mAOD). Groundwater was also found in the bedrock at depths as high as 4

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:10: mbgl. Based on the elevation data, it can be inferred that the direction of groundwater flow is

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:10: The site is not situated within a groundwater Source Protection Zone (SPZ).

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: Groundwater Flood Risk

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: Groundwater flooding is caused by the emergence of water originating from sub-surface

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: permeable strata. A groundwater flood event results from a rise in groundwater level sufficient for

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: below ground. Groundwater floods may emerge from either point or diffuse locations. They tend

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: EA’s Areas Susceptible to Groundwater Flooding (AStGWF) dataset, indicates the proposed

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: development is situated within an area of <25% risk of groundwater emergence. Additionally, the

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: recorded groundwater levels from previous ground investigations would suggest groundwater

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: flooding at the surface is unlikely as the majority of recorded groundwater depths were greater

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: than 1 mbgl, but groundwater height varied across the site suggesting uneven perched

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: groundwater. This may be affected by the composition of Made Ground. Groundwater flood risk

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:13: There is discontinuous perched groundwater

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:13: shallow groundwater within the superficial

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:13: perched groundwater in the Made Ground may

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:13: Groundwater x

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:13: Ground constituents. Groundwater within the

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:13: mAOD). Overall groundwater flooding risk to the

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: Groundwater

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: The risk of groundwater flooding at the surface is low-to-medium depending on surface elevations

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: groundwater flooding in specific locations of the proposed development, that were not subjected

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: groundwater resulting in an increase in groundwater levels against the direction of flow. However,

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: groundwater flooding should not be exacerbated by the proposed development. Flood risk to the

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: proposed land use. Additionally, groundwater flood risk at the surface is considered low-medium.

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:15:  Any potentially contaminated groundwater will be subject to treatment and

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:34:• Any groundwater recovered from excavations will be treated as required and

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:70:• Any groundwater recovered from excavations will be treated as required and

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: - PROPOSED GROUNDWATER FILTER DRAIN (TYPE H

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: 150Ømm GROUNDWATER HOLME BECK

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: 150Ømm GROUNDWATER

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: PROPOSED LINER SHALL BE IN ACCORDANCE PROPOSED GROUNDWATER Dunedin House

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: MAINTENANCE ACCESS POINT - PROPOSED GROUNDWATER FILTER DRAIN (TYPE H

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: EXISTING 225Ømm PIPE TO BE DIVERTED AT LENGTH OF STONE SCOUR PROTECTION TO 150Ømm GROUNDWATER - PROPOSED BOUNDARY FENCE & MAINTENANCE

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: 10 1 PROPOSED GROUNDWATER A1 C01 MT JR AF DS 17/03/21

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: PENSTOCK, SEE NOTE 7. - PROPOSED GROUNDWATER FILTER DRAIN (TYPE H

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: 150Ømm GROUNDWATER HS/DRN/001 - EXISTING UTILITY APPARATUS

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: WATERCOURSE 150Ømm GROUNDWATER RE-ALIGNED HOLME

R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: 7 3 0.30 GROUNDWATER

R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:18:Any groundwater recovered from excavations will be pumped and shall be treated in order to make

R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:24: unmade ground where it could pollute groundwater;

R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:24: unmade ground where it could pollute groundwater;

R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:24: groundwater environment);

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-1108_NTS.pdf:13:significance to groundwater, moderate adverse to the Tees estuary and associated ecological receptors

R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:consolidated material on the coast at Hill Head, groundwater and the river, would lead to greater losses

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:1: environment, including groundwater, inland surface water, transitional impacts are assessment

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:1: result in surface waters, groundwaters or protected areas failing to 5.6.2

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_7. Marine sediment and water quality.pdf:26:It is also possible that potentially contaminated groundwater could be diverted around the physical barriers

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:This could create the potential for contaminated groundwater to impact areas outside of the proposed

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:possible to determine whether contaminated groundwater and mobile contaminants are present within the

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:study area. If contaminated groundwater and mobile contaminants are identified, remediation would be

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:1:The project is located within the Tees estuary water body (GB510302509900) and the groundwater body

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:4:The information for the groundwater body is presented in Table 28.3.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:6:Mudstone Groundwater body

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:6: Water body type (groundwater, estuarine or coastal) Groundwater

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:6:in Appendix 16A for surface waters and Appendix 16B for groundwater bodies. A summary of the

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:6:groundwater bodies.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:Table 28.5 Summary of scoping for the groundwater body

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:C1 Demolition of wharf and jetties No – demolition of the structures would not impact on the groundwater body

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:C2 Capital Dredging No – dredging will not impact on the groundwater body

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:C4 installation of rock blanket No – the installation of the rock blanket would not impact on the groundwater body

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:9: • For C3 – Hydromorphology and groundwater – chemical quality elements.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:9: • For C5 – Hydromorphology and RBMP mitigation measures, Groundwater – chemical quality

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:19: Groundwater body

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:28.6.3 Groundwater body – chemical quality

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:20:and to facilitate the monitoring of groundwater and ground gases. The findings of the intrusive investigation

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:contaminated groundwater and mobile contaminants are present within the footprint of the proposed

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:effects on the groundwater body are not predicted.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:21: Groundwater body

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:28.7.3 Groundwater body - Chemical quality

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:Made Ground deposits as well as allowing for potentially contaminated perched / shallow groundwater to

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23: • The combined effect of piling and riverbank excavation on the groundwater body (potentially

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23: affecting groundwater chemical quality).

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:28:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28: • Groundwater: chemical quality

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:remediated appropriately remove the risk to both the groundwater and the transitional water body.

R-2020-0685-ESM-OFFICER REPORT.pdf:24:development the following topics have been considered; groundwater quality

R-2020-0685-ESM-OFFICER REPORT.pdf:24:acknowledged to have the potential to impact on groundwater pathways and

R-2020-0685-ESM-OFFICER REPORT.pdf:24:further active remediation of groundwater. The ES concludes that the overall

R-2020-0685-ESM-OFFICER REPORT.pdf:24:impact on groundwater quality during construction is considered to be of

R-2020-0685-ESM-OFFICER REPORT.pdf:25:hydraulic flow regime. This has the potential for contaminated groundwater if

R-2020-0685-ESM-OFFICER REPORT.pdf:26:With regard to groundwater quality no mitigation measures are required and

R-2020-0685-ESM-OFFICER REPORT.pdf:26:and groundwater samples for laboratory analysis, and to facilitate the

R-2020-0685-ESM-OFFICER REPORT.pdf:26:monitoring of groundwater. Should any unacceptable risks be identified a

R-2020-0685-ESM-OFFICER REPORT.pdf:26:supplementary intrusive investigation and groundwater monitoring

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:76:groundwater. The ES states: borehole records indicate that groundwater

R-2020-0685-ESM-OFFICER REPORT.pdf:76:adjacent ground. The links between groundwater and coastal flooding are

R-2020-0685-ESM-OFFICER REPORT.pdf:76:considered within the FRA, however as groundwater in the location of the

R-2020-0685-ESM-OFFICER REPORT.pdf:76:development is considered to be linked to tidal flooding, groundwater is

R-2020-0685-ESM-OFFICER REPORT.pdf:77:The FRA and ES identifies that tidal and groundwater flooding represent the

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:16:Appendix B Scoping tables for groundwater bodies

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:16:Clearing the Waters for All, Environment Agency 2016 to reflect groundwater assets). Note that although the answer to the question is sometimes yes, the

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:16: Qualitative status Quantitative Dependent Surface Water Body Status No The proposed demolition would not impact on the groundwater body

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:16: Chemical Drinking Water Protected Area groundwater body

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:16: Chemical Groundwater dependent terrestrial ecosystem

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:16: elements groundwater body

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:16: Status the groundwater body

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:16: Status the groundwater body

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:17: Chemical Groundwater dependent terrestrial

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:17: the groundwater body

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:17: Water Body Status quality of groundwater and result in impacts on water quality. If not addressed during the development, the

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:17: aquifers and create new pathways which may impact both groundwater quality and / or usability.

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:17: Chemical Groundwater No None within vicinity of proposed scheme

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: Qualitative status Quantitative Dependent Surface Water Body Status No The placement of the rock would not impact on the groundwater

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: Chemical Chemical Dependent Surface Water Body Status No The placement of the rock would not impact on the groundwater

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: Chemical Groundwater dependent terrestrial ecosystem (GWDTEs)

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: Supporting Prevent and limit objectives No The placement of the rock would not impact on the groundwater

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: Qualitative Quantitative Dependent Surface Water Body No Construction of new quay would not interfere with groundwater levels.

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: Status contamination which may have an impact the quality of groundwater and result in

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: which may impact both groundwater quality and / or usability.

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: Chemical Groundwater dependent terrestrial No Not located within the vicinity of the project

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:19: Chemical Chemical Dependent Surface No Surface water would be managed and would not infiltrate to underlying groundwater. As a result there is no

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:19: Chemical Groundwater No

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:19: Chemical Chemical Dependent Surface No Surface water would be managed and would not infiltrate to underlying groundwater. As a result there is no

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:20: Chemical Groundwater No

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:Groundwater (Water Framework Directive) (England) Direction 2016

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:The aim of the Groundwater (Water Framework Directive) (England) Direction (2016) is to set out

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:instructions and obligations for the Environment Agency to protect groundwater, including monitoring and

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:setting threshold values for both existing and new pollutants in groundwater. This legislation is relevant to

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:land quality as it will assist in determining the sensitivity of groundwater resources within the proposed

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:5: Land contamination groundwater compliance points: quantitative risk assessments, 2017; and,

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:5: • Environment Agency, The Environment Agency’s approach to groundwater protection, 2018.

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: impact both groundwater quality and / or

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6: (SPZs) and groundwater abstraction licences

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6: groundwater are discussed in Section 8.5 and

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:7: • groundwater SPZ 1;

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:7: • public water supplies / licensed surface water and groundwater abstractions for potable use;

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:7: • surface and groundwaters supporting internationally designated sites.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:8: • groundwater SPZ 2 and SPZ 3;

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:8: • surface and groundwaters supporting nationally designated sites SSSI, SPA, Ramsar sites).

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:8: • groundwater or surface waters supporting regionally important sites (e.g. Local Nature Reserve (LNR),

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:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:high groundwater vulnerability risk by the Environment Agency. A high groundwater vulnerability

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:groundwater vulnerability designation indicates that there are areas present which offer some groundwater

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:There are no recorded groundwater abstractions both within the footprint of the proposed scheme or within

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:1km of its boundary. The proposed scheme footprint is not located within a groundwater SPZ or within

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:impacted by saline intrusion. Given this assumption, it is further assumed that the groundwater present

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:would not be considered suitable for potable groundwater abstraction.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:lack of potable groundwater abstractions, likely saline intrusion and the absence of a SPZ, groundwater

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:maximum concentration of 285mg/kg and PAHs at 25mg/kg. Groundwater analysis recorded a maximum

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:groundwater, protective of controlled water receptors were provided.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18: Impacts on groundwater quality during earthworks and piling

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:There are no licenced groundwater abstractions, including potable water, recorded either within the

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:Made Ground deposits as well as allowing for potentially contaminated perched groundwater to migrate to

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:The outline remediation strategy (Wood, 2019) considers that the potential hazard to groundwater is medium

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:and likely saline intrusion, the significance of risk to groundwater is moderate to low and Wood concluded

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:that no active remediation of groundwater is required. Comments received by RCBC (Ref:153731,

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:active remediation of groundwater is not required as part of the proposed scheme.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:intrusion thus rendering the groundwater unsuitable for potable water abstraction, the likely magnitude of

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:effect to the groundwater is considered to be low. Therefore the overall impact on groundwater quality

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:There remains a data gap with respect to the quality of groundwater across the proposed scheme footprint.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:groundwater samples for laboratory analysis, and to facilitate the monitoring of groundwater. The findings

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19: contaminants in groundwater and surface runoff

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:anticipated that groundwater within the proposed scheme footprint is in hydraulic connectivity with the

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:To further assess the potential impact to surface water receptors from impacted groundwater or surface run

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:off during construction works, further supplementary intrusive investigation and groundwater monitoring is

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:20:groundwater (if present) to impact areas outside the proposed scheme footprint, for example neighbouring

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:contaminated groundwater and mobile contaminants, e.g. non-aqueous phase liquids (NAPLs) are present

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:within the proposed scheme footprint. If contaminated groundwater and mobile contaminants are identified

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:4:water, groundwater, reservoirs and other sources. A review of findings from previous FRAs within the Tees

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:20.4.2.2 Flooding from groundwater

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:at which the water level rises. However, groundwater flooding can cause significant damage to property

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:considered that there is a medium risk of groundwater flooding; however, as this is likely to be inherently

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: scheme footprint, which reported groundwater was

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: groundwater level could be linked to tidal levels in the River

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: Groundwater Medium Tees, especially due to its proximity, i.e. adjacent, to the

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: and potential connectivity between tidal and groundwater

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: groundwater flooding.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:12:Section 20.4 and the FRA (Appendix 15) identified that tidal flooding and groundwater flooding represents

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:3:4.4 Flooding from groundwater 19

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:of the proposed scheme footprint and notes that groundwater was recorded at 4.10m below ground level.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:footprint, within the SIZ landside development footprint. It found groundwater at 6.2m below ground level.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:groundwater is linked to tidal levels in the River Tees, with the groundwater levels deepening with distance

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:from the watercourse. Shallower groundwater levels adjacent to the watercourse are likely due to

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:The Groundwater Vulnerability Map7 shows:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:“the vulnerability of groundwater to a pollutant discharged at ground level based on the hydrological,

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-1109_Appendix 15_Flood Risk Assessment.pdf:9:depth to groundwater is not considered. The proposed scheme footprint falls within an area defined as

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9: Environment Agency, Groundwater Vulnerability Map. Available at https://magic.defra.gov.uk/MagicMap.aspx (Accessed

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:10:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:14:groundwater and ordinary watercourses) whilst the Environment Agency has a strategic overview role for

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:15:LFRMS is on 'local flooding' from surface water, groundwater or ordinary water courses such as streams

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:16:whether there is a significant risk in their area based on local flooding (surface water, groundwater, ordinary

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:17:a 1km grid square where over 75% of the land is susceptible to groundwater emergence, this is likely due

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:22:relevant planning documents to assess the risk of flooding from tidal, fluvial, surface water, groundwater,

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:4.4 Flooding from groundwater

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:within and immediately south of the proposed scheme footprint. The review of groundwater levels from the

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:Tees, with the groundwater level decreasing with distance from the watercourse. There is likely to be

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:at which the water level rises. However, groundwater flooding can cause significant damage to property

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:Development within areas that are susceptible to groundwater flooding will generally not be suited to some

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:proximity to the River Tees and potential connectivity between tidal and groundwater levels, it is considered

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:that there is a medium risk of groundwater flooding; however, as this is likely to be inherently linked to tidal

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: groundwater was encountered at 2.05mAOD. These findings indicate that

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: groundwater level could be linked to tidal levels in the River Tees. Given the

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: Groundwater Medium

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: and groundwater levels, it is considered that there is a medium risk of

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: groundwater flooding.

R-2020-0685-ESM-CON LAND 685.pdf:2:workers, neighbouring site users and groundwater. The report should be informed by

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-61586 Quay Planning Statement 09-11-20.pdf:28: of negligible significance to groundwater, moderate adverse to the Tees estuary and associated

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:3:3.2.1 Groundwater abstractions 9

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:3:3.2.2 Groundwater Source Protection Zones 10

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:5:groundwater abstractions within 1km of the site boundary. The site is adjacent to the River Tees to the

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:8: • Outlining the environmental risks with regard to ground, groundwater and ground gas conditions,

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:8: • Environment Agency (EA) GP3 ‘Groundwater Protection: Policy and Practice’ and,

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:13:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:These strata reduce the likelihood of vertical migration of shallow groundwater to deeper aquifer units and

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:are predominantly lower permeability layers which may store and yield limited amounts of groundwater due

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:an area of medium to high groundwater vulnerability.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:site is located within an area with a potential for groundwater flooding to occur at surface.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:3.2.1 Groundwater abstractions

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:The Groundsure Insight Report (Appendix C) records no groundwater abstractions licences on site. There

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:are three historical groundwater abstractions approximately 1.2km north west of the site belonging to ICI

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:3.2.2 Groundwater Source Protection Zones

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable

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:derived screening criteria. Groundwater results were compared with UK Drinking Water Standards (DWS)

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:Groundwater samples were collected from 3AB2 on one occasion, selenium (0.013mg/l), boron (1.3mg/l)

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:240mg/l. Groundwater within 3AB2 was recorded at an elevation of 7.56m bgl.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:the River Tees where the historical infilling for land reclamation would have been deepest. Groundwater

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:13m bgl, underlain by Alluvium described as grey, black silty SAND. Groundwater was encountered within

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:the Alluvium and CORUS UK interpreted groundwater flow to be to the north towards the River Tees.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:Groundwater analysis recorded a maximum concentration of TPH at 62µg/l in 2B3 and total PAH at less

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:than the method of detection limit in all the groundwater samples analysed.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:26:groundwater, protective of controlled water receptors were provided.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:27:into the ground, which may have subsequently migrated to the site in the direction of groundwater flow.

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: • lateral migration of groundwater and surface water run off to surface water features

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:30: Leaching, Groundwater:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: contaminated Deposits); Secondary within 1km of the site therefore groundwater is of

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: active groundwater remediation is not required on

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: of, groundwater or There is the potential for migration of contaminants

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: Groundwater:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: Vertical migration within 1km of the site therefore groundwater is of

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: active groundwater remediation is not required on

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: Groundwater:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: dissolution and within 1km of the site therefore groundwater is of low

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: active groundwater remediation is not required on the

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: of, groundwater or There is the potential for migration of contaminants

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Groundwater:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Deposits); Secondary within 1km of the site therefore groundwater is of low

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:34: of groundwater River Tees, Mill

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: Groundwater:

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:east of the pumping station Leaching, trial pit EAT3), however there was no groundwater

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: of groundwater River Tees, Mill Moderate to

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: Groundwater:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: Groundwater:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: of groundwater River Tees, Mill

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: Vertical migration Groundwater:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: Groundwater:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: of groundwater River Tees, Mill

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: Groundwater:

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: site. migration via groundwater of flow or migration of

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: Groundwater:

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: groundwater with controlled water Low Risk remediated by providing a capping layer across the

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:37: Lateral migration Low Risk active groundwater remediation and this has been

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 contamination or hydrocarbons as free product may be present on the site or be migrating onto

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:39:groundwater quality and identify if this presents a development constraint.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: • It is also unknown if contaminants are migrating on to the site via groundwater or as non-aqueous

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: neighbouring site users and groundwater. The report should be informed by the results of

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:15:chemical criteria for soils or groundwater (in order to protect controlled waters) are provided. The embedded

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:16:assessment of impacts to the Tees Mercia Mudstone & Redcar Mudstone groundwater body as well as

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:8: 6.3 Groundwater Abstraction Licences…………………………………………………………………………………………………………… 34

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:8: 6.8 Groundwater Vulnerability and Soil Leaching Potential……………………………………………………………………………35

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:8: 7.7 Groundwater Flooding Susceptibility Areas……………………………………………………………………………………………… 41

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:8: 7.8 Groundwater Flooding Confidence Areas…………………………………………………………………………………………………. 42

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:11: 6.3 Groundwater Abstraction Licences (within 2000m of the study

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:11: 6.8 Groundwater Vulnerability and Soil Leaching Potential (within

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:12: 7.7 Maximum BGS Groundwater Flooding susceptibility within 50m

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:12: 7.8 BGS confidence rating for the Groundwater Flooding

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:14: Provides information on river and coastal flooding, flood defences, flood storage areas and groundwater flood

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:64: CLEVELAND, TS10 5BW GROUNDWATER

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:92:From 1 April 2010, the Environment Agency/Natural Resources Wales's Groundwater Protection Policy

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:92:From 1 April 2010, the Environment Agency/Natural Resources Wales's Groundwater Protection Policy

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:93:6.3 Groundwater Abstraction Licences

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:93:Groundwater Abstraction Licences within 2000m of the study site None identified

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: 6.8 Groundwater Vulnerability and Soil Leaching Potential

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: Environment Agency/Natural Resources Wales information on groundwater vulnerability and soil

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:116:7.7 Groundwater Flooding Susceptibility Areas

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:116:7.7.1 British Geological Survey groundwater flooding susceptibility areas within 50m of the boundary of

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:116:Notes: Groundwater flooding may either be associated with shallow unconsolidated sedimentary aquifers

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:116:7.7.2 Highest susceptibility to groundwater flooding in the search area based on the underlying geological

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:116:Where potential for groundwater flooding to occur at surface is indicated, this means that given the

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:116:geological conditions in the area groundwater flooding hazard should be considered in all land-use

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:116:of groundwater flooding, rainfall, property type, and land drainage information be investigated in order to

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:116:establish relative, but not absolute, risk of groundwater flooding.

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:117:7.8 Groundwater Flooding Confidence Areas

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:117:Notes: Groundwater flooding is defined as the emergence of groundwater at the ground surface or the

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:117:rising of groundwater into man-made ground under conditions where the normal range of groundwater

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:117:of the BGS confidence in the accuracy of the susceptibility result for groundwater flooding. This is based

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:123: building design. Consider effects of groundwater changes. Extra construction costs are likely. For existing property possible increase in

R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:123:and groundwater conditions during and after construction. Possible extra cost during construction. For existing property possible increase

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:8: 6.3 Groundwater Abstraction Licences…………………………………………………………………………………………………………… 67

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:8: 6.8 Groundwater Vulnerability and Soil Leaching Potential……………………………………………………………………………68

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:8: 7.7 Groundwater Flooding Susceptibility Areas……………………………………………………………………………………………… 79

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:8: 7.8 Groundwater Flooding Confidence Areas…………………………………………………………………………………………………. 79

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:11: 6.3 Groundwater Abstraction Licences (within 2000m of the study

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:11: 6.8 Groundwater Vulnerability and Soil Leaching Potential (within

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:12: 7.7 Maximum BGS Groundwater Flooding susceptibility within 50m

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:12: 7.8 BGS confidence rating for the Groundwater Flooding

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:14: Provides information on river and coastal flooding, flood defences, flood storage areas and groundwater flood

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:70:From 1 April 2010, the Environment Agency/Natural Resources Wales's Groundwater Protection Policy

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:70:From 1 April 2010, the Environment Agency/Natural Resources Wales's Groundwater Protection Policy

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:70:1 38 NW Secondary B groundwater due to localised features such as fissures, thin permeablehorizons and

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:70:2 377 NW Secondary B groundwater due to localised features such as fissures, thin permeablehorizons and

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:71: 6.3 Groundwater Abstraction Licences

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:71: Groundwater Abstraction Licences within 2000m of the study site None identified

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:72: 6.8 Groundwater Vulnerability and Soil Leaching Potential

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:72: Environment Agency/Natural Resources Wales information on groundwater vulnerability and soil

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:7.7 Groundwater Flooding Susceptibility Areas

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:7.7.1 British Geological Survey groundwater flooding susceptibility areas within 50m of the boundary of

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:Notes: Groundwater flooding may either be associated with shallow unconsolidated sedimentary aquifers

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:7.7.2 Highest susceptibility to groundwater flooding in the search area based on the underlying geological

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:Where potential for groundwater flooding to occur at surface is indicated, this means that given the

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:geological conditions in the area groundwater flooding hazard should be considered in all land-use

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:of groundwater flooding, rainfall, property type, and land drainage information be investigated in order to

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:establish relative, but not absolute, risk of groundwater flooding.

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:7.8 Groundwater Flooding Confidence Areas

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:Notes: Groundwater flooding is defined as the emergence of groundwater at the ground surface or the

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:rising of groundwater into man-made ground under conditions where the normal range of groundwater

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:of the BGS confidence in the accuracy of the susceptibility result for groundwater flooding. This is based

R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:89: building design. Consider effects of groundwater changes. Extra construction costs are likely. For existing property possible increase in

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:12: Glacial Till Firm or stiff, locally soft to firm, 1.8 – 11.2 Not classified Groundwater only

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:13: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:13: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:24: Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:24: The groundwater samples appear to be grab samples from trial pits.

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:  One round of groundwater monitoring from 10 groundwater metals, pH,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:25: Groundwater: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:25: Groundwater samples from the By Products Plant and SLEMS areas also indicated concentrations

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:25: GROs). Free product was noted in groundwater monitoring wells in the By Products area,

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: Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:25: The groundwater results showed 30 - 62g/l of TPH at BH2B2 and BH2B3 in July 2007 and none in

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:25: 1B1 in January 2007. PAHs and BTEX were all below detection. No groundwater level data was

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:26: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to 6.84mAOD) and did

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:28: Strata Description Typical Typical Groundwater Aquifer Status Comments

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: store and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: formal aquifer classification. Groundwater in the Made Ground is likely to be in continuity with groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: hydraulic continuity between groundwater in the Made Ground and shallow superficial deposits and surface

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: There are no licensed groundwater abstractions within 1km of the area. There are no SPZs within the site or

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or

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:29: is likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The presence

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: also influence groundwater flow.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: with shallow groundwater.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: Groundwater The groundwater sensivity has been based on The Guidance for the Safe Development of Housing on Land

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: groundwater abstractions within 2km and the area is not located within an SPZ. Given the widespread former

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: degradation of groundwater quality.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:30: continuity with shallow groundwater in Made Ground and potentially the Superficial deposits and therefore

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:30: receive groundwater baseflow.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:38: Groundwater testing by Enviros (2004) encountered elevated sulphate concentrations.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:38: Shadbolt Environmental investigations (2011) analysed groundwater samples, with results

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:39: (SLEMS). There were no groundwater abstractions within 1km of the site and no designated SPZs

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:39: Previous ground investigations indicate shallow perched groundwater at 1.5m to 2.5m depth.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:39:  Groundwater – Low Sensitivity, no groundwater abstractions, thick low permeability drift

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:39: waters in clay deposits of limited connectivity with groundwater in superficial deposits

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40: Groundwater was encountered locally as perched water upon clay deposits in the base of the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40: holes, and many of the exploratory holes were dry whilst open. Only 3 samples of groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40: samples were from trial pits, and results may not be representative of groundwater conditions.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40: Perched groundwater was encountered at depths of 0.5-2.5m bgl.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40: Visual evidence of hydrocarbons was present in perched groundwater in the Coke Works, by-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:41: Perched groundwater was encountered at the base of the Made Ground at depths of 2.3-3.0m bgl.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:41: benzo(a)pyrene locally in 2 samples. Groundwater results for the 3 samples tested were reported

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:41: users for a commercial/ industrial land use. The risks to controlled waters (groundwater and

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:41: Perched groundwater was encountered at depths of 0.5-1.5m bgl. Groundwater flow was

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:42: Up to 15 samples of groundwater were analysed for a suite of potential contaminants. The results

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:42: UK drinking water standards). Elevated sulphate concentrations in groundwater was attributed to

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:42: groundwater), with respect to elevated PAHs and hydrocarbons at the former Coke Works and By-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:42:  Oily groundwater at the Blast Furnace and Power Station;

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:43: Enviros trial pits encountered shallow groundwater between 1m and 2m depth on the western

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:43: deposits (laminated silt and clay). Perched groundwater has been encountered at the site, at

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:43: notably elevated pH (alkaline conditions) present in slag at the site. Analysis of groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:44: Ground clay with occasional half of the site. Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:45: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:45: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:54: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area.

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: Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:54: Groundwater was encountered at two locations in Made Ground at depths of 0.56m, and ~1.8m bgl;

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:54: Groundwater levels across the site generally form a consistent pattern indicating groundwater flow in a north-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:55: Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:55: Groundwater was encountered at two locations in Made Ground at depths of 0.56m, and ~1.8m bgl.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:55: Groundwater levels across the site generally form a consistent pattern indicating groundwater flow in a north-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:56: Strata Description Typical Typical Groundwater Aquifer Status Comments

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not possible to

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: classification. Groundwater in the Made Ground is likely to be in continuity with groundwater in the underlying

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: groundwater in the Made Ground and shallow superficial deposits and surface waters.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: investigation (Enviros, 2004) interpreted groundwater to have a general flow to the east.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: There are no licensed groundwater abstractions within 1km of the area There are no SPZs within the site or within

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or

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:58: likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The Sherwood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: significant thickness of Mercia Mudstone, which will limit the vertical connectivity with shallow groundwater.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: Groundwater The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: Sensitivity groundwater abstractions and the area is not located within a SPZ. Given the widespread former and current

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: groundwater quality.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: Ground and Superficial deposits and therefore receive groundwater baseflow.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:75: CH2M Hill reviewed the Enviros (2004) groundwater monitoring data. One round of testing was

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:75: conducted, and cyanide and sulphur results exceeded the Tier 1 screening values in groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:77: Groundwater quality was found to not have changed significantly. Data indicated the continued

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:77: groundwater quality. Control levels were proposed for ammoniacal nitrogen, chromium, lead,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:77: Groundwater is reported as several metres below the base of the landfill. There is no leachate

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:78: canteen wastes have been disposed in the landfill. Groundwater below the Warrenby Landfill was

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:78: landfill indicates that groundwater quality is not significantly deteriorating in the vicinity of the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:78: limited evidence of groundwater deterioration but should be designed to encourage run off.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:86: Groundwater Leaching, infiltration and Pollution of Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:86: (Medium) groundwater. Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:86: groundwater. Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:87: Groundwater Infiltration and Migration via Pollution of Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:87: secondary Aquifer oil depot. Groundwater gen

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:87: SSSI) (Medium) oil depot. Groundwater gen

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:87: Groundwater Infiltration and Migration via Pollution of Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:87: (Medium) and benzol. Groundwater g

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:87: and benzol. Groundwater g

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:88: Groundwater Infiltration and Migration via Pollution of Unlikely

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:90: groundwater quality. Based on the low sensitivity, productivity aquifer and saline intrusion into

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:90: groundwater beneath the site and surrounding area from the River Tees estuary, the site presents

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:90: a ‘Low to Moderate’ risk to groundwater. Groundwater within the area is recognised by the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:92:Remediation options associated solely with groundwater have not been taken forward for further appraisal,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:95: W = Groundwater and surface water organic Halogenated

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:211: means certain that even over a long period such b) Ground/groundwater contamination could be present on a

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:211: Circumstances are such that an event is not b) Ground/ groundwater contamination could be present

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:211: inevitable over the long-term, or there is evidence b) Ground/groundwater contamination could be present from

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:212: the EPA 1990, major impact on amenity groundwater close to smal

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:3: Flooding from Groundwater 14

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:14:Flooding from Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:14:The risk of flooding from groundwater is considered to be low, considering that the underlying geology is

R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:3:Groundwater & Contaminated Land - Advice to LPA

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:45:2 0.0 On Site Moderate investigation, construction and building design. Consider effects of groundwater

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:45:4 0.0 On Site Moderate investigation, construction and building design. Consider effects of groundwater

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:46: 5 0.0 On Site High - consider the consequences of soil and groundwater conditions during and after

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:47:7 0.0 On Site High - consider the consequences of soil and groundwater conditions during and after

R-2019-0427-FFM-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:10: Glacial Till Firm or stiff, locally soft to firm, 1.8 – 11.2 Not classified Groundwater only

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:11: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:11: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:22: Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:22: The groundwater samples appear to be grab samples from trial pits.

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:  One round of groundwater monitoring from 10 groundwater metals, pH,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:23: Groundwater: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:23: Groundwater samples from the By Products Plant and SLEMS areas also indicated concentrations

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:23: GROs). Free product was noted in groundwater monitoring wells in the By Products area,

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: Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:23: The groundwater results showed 30 - 62g/l of TPH at BH2B2 and BH2B3 in July 2007 and none in

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:23: 1B1 in January 2007. PAHs and BTEX were all below detection. No groundwater level data was

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:24: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to 6.84mAOD) and did

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:26: Strata Description Typical Typical Groundwater Aquifer Status Comments

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: store and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: formal aquifer classification. Groundwater in the Made Ground is likely to be in continuity with groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: hydraulic continuity between groundwater in the Made Ground and shallow superficial deposits and surface

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: There are no licensed groundwater abstractions within 1km of the area. There are no SPZs within the site or

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or

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:27: is likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The presence

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: also influence groundwater flow.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: with shallow groundwater.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: Groundwater The groundwater sensivity has been based on The Guidance for the Safe Development of Housing on Land

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: groundwater abstractions within 2km and the area is not located within an SPZ. Given the widespread former

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: degradation of groundwater quality.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:28: continuity with shallow groundwater in Made Ground and potentially the Superficial deposits and therefore

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:28: receive groundwater baseflow.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:36: Groundwater testing by Enviros (2004) encountered elevated sulphate concentrations.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:36: Shadbolt Environmental investigations (2011) analysed groundwater samples, with results

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:37: (SLEMS). There were no groundwater abstractions within 1km of the site and no designated SPZs

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:37: Previous ground investigations indicate shallow perched groundwater at 1.5m to 2.5m depth.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:37:  Groundwater – Low Sensitivity, no groundwater abstractions, thick low permeability drift

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:37: waters in clay deposits of limited connectivity with groundwater in superficial deposits

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38: Groundwater was encountered locally as perched water upon clay deposits in the base of the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38: holes, and many of the exploratory holes were dry whilst open. Only 3 samples of groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38: samples were from trial pits, and results may not be representative of groundwater conditions.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38: Perched groundwater was encountered at depths of 0.5-2.5m bgl.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38: Visual evidence of hydrocarbons was present in perched groundwater in the Coke Works, by-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:39: Perched groundwater was encountered at the base of the Made Ground at depths of 2.3-3.0m bgl.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:39: benzo(a)pyrene locally in 2 samples. Groundwater results for the 3 samples tested were reported

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:39: users for a commercial/ industrial land use. The risks to controlled waters (groundwater and

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:39: Perched groundwater was encountered at depths of 0.5-1.5m bgl. Groundwater flow was

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:40: Up to 15 samples of groundwater were analysed for a suite of potential contaminants. The results

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:40: UK drinking water standards). Elevated sulphate concentrations in groundwater was attributed to

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:40: groundwater), with respect to elevated PAHs and hydrocarbons at the former Coke Works and By-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:40:  Oily groundwater at the Blast Furnace and Power Station;

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:41: Enviros trial pits encountered shallow groundwater between 1m and 2m depth on the western

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:41: deposits (laminated silt and clay). Perched groundwater has been encountered at the site, at

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:41: notably elevated pH (alkaline conditions) present in slag at the site. Analysis of groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:42: Ground clay with occasional half of the site. Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:43: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:43: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:52: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area.

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: Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:52: Groundwater was encountered at two locations in Made Ground at depths of 0.56m, and ~1.8m bgl;

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:52: Groundwater levels across the site generally form a consistent pattern indicating groundwater flow in a north-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:53: Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:53: Groundwater was encountered at two locations in Made Ground at depths of 0.56m, and ~1.8m bgl.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:53: Groundwater levels across the site generally form a consistent pattern indicating groundwater flow in a north-

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:54: Strata Description Typical Typical Groundwater Aquifer Status Comments

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not possible to

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: classification. Groundwater in the Made Ground is likely to be in continuity with groundwater in the underlying

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: groundwater in the Made Ground and shallow superficial deposits and surface waters.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: investigation (Enviros, 2004) interpreted groundwater to have a general flow to the east.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: There are no licensed groundwater abstractions within 1km of the area There are no SPZs within the site or within

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or

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:56: likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The Sherwood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: significant thickness of Mercia Mudstone, which will limit the vertical connectivity with shallow groundwater.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: Groundwater The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: Sensitivity groundwater abstractions and the area is not located within a SPZ. Given the widespread former and current

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: groundwater quality.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: Ground and Superficial deposits and therefore receive groundwater baseflow.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:73: CH2M Hill reviewed the Enviros (2004) groundwater monitoring data. One round of testing was

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:73: conducted, and yanide and sulphur results exceeded the Tier 1 screening values in groundwater in

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:75: Groundwater quality was found to not have changed significantly. Data indicated the continued

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:75: groundwater quality. Control levels were proposed for ammoniacal nitrogen, chromium, lead,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:75: Groundwater is reported as several metres below the base of the landfill. There is no leachate

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:76: canteen wastes have been disposed in the landfill. Groundwater below the Warrenby Landfill was

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:76: landfill indicates that groundwater quality is not significantly deteriorating in the vicinity of the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:76: limited evidence of groundwater deterioration, but should be designed to encourage run off.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:84: Groundwater Leaching, infiltration and Pollution of Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:84: (Medium) groundwater. Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:84: groundwater. Groundwater

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:85: Groundwater Infiltration and Migration via Pollution of Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:85: secondary Aquifer oil depot. Groundwater gen

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:85: SSSI) (Medium) oil depot. Groundwater gen

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:85: Groundwater Infiltration and Migration via Pollution of Low Likelihood

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:85: (Medium) and benzol. Groundwater g

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:85: and benzol. Groundwater g

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:86: Groundwater Infiltration and Migration via Pollution of Unlikely

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:88: groundwater quality. Based on the low sensitivity, productivity aquifer and saline intrusion into

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:88: groundwater beneath the site and surrounding area from the River Tees estuary, the site presents

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:88: a ‘Low to Moderate’ risk to groundwater. Groundwater within the area is recognised by the

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:90:Remediation options associated solely with groundwater have not been taken forward for further appraisal,

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:93: W = Groundwater and surface water organic Halogenated

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:209: means certain that even over a long period such b) Ground/groundwater contamination could be present on a

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:209: Circumstances are such that an event is not b) Ground/ groundwater contamination could be present

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:209: inevitable over the long-term, or there is evidence b) Ground/groundwater contamination could be present from

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:210: the EPA 1990, major impact on amenity groundwater close to smal

R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf:1:place on the site. The site is monitored around its perimeter for gas and groundwater via

R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:13: also to deal with groundwater influx (or how will water be kept

R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Selection of Groundwater Inhalation GAC…………………………………………………………………………….12

R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Inhalation from Groundwater ………………………………………………………………………………………………12

R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Groundwater (Area A)………………………………………………………………………………………………………..19

R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Groundwater (Area B)………………………………………………………………………………………………………..20

R-2021-0166-FFM-Environmental Risk Assessment.pdf:4: Qualitative Risk Assessment for Substances in Leachate/Groundwater without WQS ……………….23

R-2021-0166-FFM-Environmental Risk Assessment.pdf:5:GQRA – Groundwater Screen Summary

R-2021-0166-FFM-Environmental Risk Assessment.pdf:7:ground investigation; any design should take this into consideration. It should also be noted that groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:8:Deposits in places. Neither are classified as an aquifer although groundwater is likely to be present within this

R-2021-0166-FFM-Environmental Risk Assessment.pdf:8:Groundwater levels in the superficial deposits/ Made Ground were recorded in six boreholes between 0.65 to

R-2021-0166-FFM-Environmental Risk Assessment.pdf:8:1.73meters below ground level (m bgl). Groundwater elevations were generally higher in Area A than Area B.

R-2021-0166-FFM-Environmental Risk Assessment.pdf:8:An easterly or north-easterly groundwater flow direction was inferred for Area B, although the Site Condition

R-2021-0166-FFM-Environmental Risk Assessment.pdf:8:The site is not in a groundwater Source Protection Zone (SPZ).

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: B. (2) Vapour inhalation of indoor or outdoor air from volatile contaminants in groundwater (potential

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17: Selection of Groundwater Inhalation GAC

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17:contaminants from groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17:groundwater.

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17: Inhalation from Groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17:Volatile contaminants in groundwater samples were screened against inhalation GAC (where applicable) that

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17:are protective of human health via an inhalation from groundwater pathway (potential pollutant linkage B (2) in

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17:The inhalation GAC and the maximum contaminant concentrations recorded in the 3No. groundwater samples

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17:obtained from 3No. boreholes in Area A and 9No. groundwater samples obtained from 5No. boreholes in Area

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17:the potential pollutant linkage from inhalation of volatile contaminants in groundwater is not considered likely

R-2021-0166-FFM-Environmental Risk Assessment.pdf:20:in groundwater above MDL, but all below relevant screening criteria for waters (Appendix F). As such, a linkage

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:None of the volatile contaminants of concern recorded in groundwater within the Made Ground and Tidal Flat

R-2021-0166-FFM-Environmental Risk Assessment.pdf:21: E. Leaching of CoC from Made Ground to groundwater in superficial deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:21: F. Vertical migration of CoC in groundwater to bedrock Secondary Aquifers, directly or via existing

R-2021-0166-FFM-Environmental Risk Assessment.pdf:21: G. Horizontal migration of contaminated groundwater onto site in Made Ground and superficial deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:21: H. Migration of CoC off site in Made Ground and superficial deposits groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:21: I. Migration of CoC in groundwater into culverted surface water streams features via Made Ground and

R-2021-0166-FFM-Environmental Risk Assessment.pdf:21:4No. (Area A) and 9No. (Area B) groundwater samples have been compared to appropriate Water Quality

R-2021-0166-FFM-Environmental Risk Assessment.pdf:24: Groundwater (Area A)

R-2021-0166-FFM-Environmental Risk Assessment.pdf:24:Four groundwater samples were obtained from Area A from two boreholes over two sampling rounds. Borehole

R-2021-0166-FFM-Environmental Risk Assessment.pdf:24:Table 5 Summary of Groundwater Concentrations Exceeding WQS (Area A)

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:As shown in Table 5 and Appendix E, groundwater samples from the Made Ground and superficial deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:One groundwater sample from Area A was tested during the 2004 investigation for dissolved metals, petroleum

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:(Enviros, 2004). Dissolved sulphate concentrations in groundwater are above indicator drinking water

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25: Groundwater (Area B)

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:Nine groundwater samples were obtained from Area B from five standpipes in four boreholes over the same

R-2021-0166-FFM-Environmental Risk Assessment.pdf:27:Table 6 Summary of Groundwater Concentrations Exceeding WQS (Area B)

R-2021-0166-FFM-Environmental Risk Assessment.pdf:28: Qualitative Risk Assessment for Substances in Leachate/Groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:28:Substances not detected in leachate/groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:28:Cyanides were the only substances without WQS that were not detected in groundwater but were detected in

R-2021-0166-FFM-Environmental Risk Assessment.pdf:28:Of the VOC and SVOC that were not detected in groundwater and do not have a WQS, none were detected

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:28:Substances detected in leachate/groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:28:Substances without WQS that were detected above the MDL in leachate or groundwater included iron,

R-2021-0166-FFM-Environmental Risk Assessment.pdf:28:magnesium and vanadium, chloride and sulphate. These are naturally occurring in groundwaters. Considering

R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:Despite the former use of the site, dissolved metal concentrations in leachate and groundwater samples are

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:Low levels of dissolved petroleum hydrocarbons, including PAHs have been detected in shallow groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:The potential pollutant linkage E (leaching of contaminants from Made Ground into shallow groundwater) is

R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:shown to be active based on the available groundwater samples, but does not appear to be having a major

R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:impact on the groundwater beneath the site.

R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:The groundwater flow direction within the superficial deposits is likely to be dictated by preferential flow

R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:groundwater, if in continuity with the surface waters, may be a potential contaminant pathway. The

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:groundwater such as barium, manganese, nickel, phenol and most petroleum hydrocarbon fractions are higher

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:29:contaminated groundwater onto site) is also assumed to be active.

R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:clay), has the potential to act as an aquiclude, partially disconnecting groundwater within the bedrock strata

R-2021-0166-FFM-Environmental Risk Assessment.pdf:29:from the shallower groundwater in the Glaciolacustrine Deposits and Made Ground. However, the limited

R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:shallower groundwater. Further assessment of deep groundwater will likely be required depending on the

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:31:to assess groundwater conditions in deeper superficial deposits.

R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:and groundwater samples across the site. These are likely associated with the slag within the 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:Contaminant concentrations in shallow groundwater within the Made Ground and superficial deposits are

R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:Nearby surface waters may potentially be impacted by contamination in shallow groundwater. Surface water

R-2021-0166-FFM-Environmental Risk Assessment.pdf:35:features near to Area A are culverted and less likely to be in continuity with groundwater.

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: former SSI site due to the possibility of upgradient sources causing regional impacts to groundwaters

R-2021-0166-FFM-Environmental Risk Assessment.pdf:36: groundwater regime within the bedrock beneath the site, including current groundwater quality.

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: Groundwater Protection: Policy and Practice, Environment Agency GP3 Parts 1-4.

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:44:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:44:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock

R-2021-0166-FFM-Environmental Risk Assessment.pdf:44:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:44:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:44:I = Migration of contaminated groundwater into culverted surface water stream (Holme Beck Knitting Wife Beck) either directly or via storm drain.

R-2021-0166-FFM-Environmental Risk Assessment.pdf:44: 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:45:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:45:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock

R-2021-0166-FFM-Environmental Risk Assessment.pdf:45:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:45:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:45:I = Migration of contaminated groundwater into culverted surface water streams (Kinkerdale Beck, Boundary Beck), and off site pond

R-2021-0166-FFM-Environmental Risk Assessment.pdf:45: RELIC FOUNDATIONS B FOUNDATIONS B BASEMENT GROUNDWATER

R-2021-0166-FFM-Environmental Risk Assessment.pdf:45: E GROUNDWATER

R-2021-0166-FFM-Environmental Risk Assessment.pdf:50: No. WQS Exceedances (Groundwater)

R-2021-0166-FFM-Environmental Risk Assessment.pdf:50: Groundwater by Exploratory Hole Location

R-2021-0166-FFM-Environmental Risk Assessment.pdf:51: No. WQS Exceedances (Groundwater)

R-2021-0166-FFM-Environmental Risk Assessment.pdf:51: Groundwater by Exploratory Hole Location

R-2021-0166-FFM-Environmental Risk Assessment.pdf:52:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:52:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock

R-2021-0166-FFM-Environmental Risk Assessment.pdf:52:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:52:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:52: GROUNDWATER

R-2021-0166-FFM-Environmental Risk Assessment.pdf:53:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:53:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock

R-2021-0166-FFM-Environmental Risk Assessment.pdf:53:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:53:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:53:I = Migration of contaminated groundwater into culverted surface water streams (Kinkerdale Beck, Boundary Beck), and off site pond

R-2021-0166-FFM-Environmental Risk Assessment.pdf:53: RELIC FOUNDATIONS FOUNDATIONS BASEMENT GROUNDWATER

R-2021-0166-FFM-Environmental Risk Assessment.pdf:53: GROUNDWATER

R-2021-0166-FFM-Environmental Risk Assessment.pdf:65:GQRA – Groundwater Screen Summary

R-2021-0166-FFM-Environmental Risk Assessment.pdf:67:NVP Contaminant has low vapour pressure in groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:67: Contaminant RSL Groundwater Groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:68: Contaminant RSL Groundwater Groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:69: Contaminant RSL Groundwater Groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:70: Contaminant RSL Groundwater Groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:71: Contaminant RSL Groundwater Groundwater

R-2021-0166-FFM-Environmental Risk Assessment.pdf:72: Contaminant RSL Groundwater Groundwater

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:5:3.9 Groundwater Control…………………………………………………………………………………………………………..20

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:7:ground investigation; any design should take this into consideration. It should also be noted that groundwater

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:8:this area terminated in made ground due to groundwater inflow, instability or encountering obstructions.

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:9:Groundwater elevation data collected between November 2017 and May 2018. Within Area A groundwater

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:9:Groundwater elevation and flow direction are anticipated to be significantly affected by local factors such as

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:12:  Potential collapse compression as a result of surface water infiltration and groundwater movement;

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:13:reclaim the land from the sea. This would tie in with site observations which suggest that groundwater is resting

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:13:  Changes in groundwater level or moisture content;

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:14:such as rising groundwater levels, increased rainwater infiltration or leaking water/drainage pipes. It is

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:15:ground settlement caused by self-weight, applied loads or infiltration of groundwater and, in addition, can

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:16:sulphate-rich groundwater can be drawn into the concrete slab which then reacts with tricalcium aluminate

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:19:expansion. In addition, the potential for groundwater regime changes in the future (e.g. due to rising sea levels

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:Excavation of the made ground to the depth of the groundwater will be relatively easy and straight forward

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:likely to be problematic beneath the groundwater table. Given the large site area, the coastal setting (reclaimed

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:several metres of slag deposits present beneath the groundwater table.

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:While slag deposits placed beneath the groundwater table are more likely to have already undergone

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:Therefore, leaving slag deposits in situ beneath the groundwater table will not present the same level of risk

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:22:  Local excavation of materials beneath the groundwater table, with associated groundwater control to

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:22:  Preloading to reduce likely settlement below the groundwater table in areas where poor ground

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:23:Environment Agency (groundwater team) with respect to the remediation strategy. Planning permission may

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:24:It should be noted that due to the presence of groundwater within the basal part of the made ground it is

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:25:3.9 Groundwater Control

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:25:Groundwater was not recorded during the investigation in Area A, however post fieldwork monitoring recorded

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:25:standing water levels at between 1.0 and1.5m bgl. In Area B, groundwater inflow was recorded in several

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:25:Shallow groundwater may therefore be expected in both areas. Allowance should therefore be made for

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:25:groundwater control for even shallow excavations.

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:25:which takes into consideration the pH and mobility of groundwater is AC-5.

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:27:excavations within Area B were terminated due to obstructions, groundwater inflow or instability in the made

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:30:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:30:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:30:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:30:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:30: GROUNDWATER

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:31:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:31:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:31:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:31:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:31:I = Migration of contaminated groundwater into culverted surface water streams (Kinkerdale Beck, Boundary Beck), and off site pond

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:31: RELIC FOUNDATIONS FOUNDATIONS BASEMENT GROUNDWATER

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:31: GROUNDWATER

R-2021-0166-FFM-EA R_2020_0166_FFM 13 April 2021 OFFICIAL.pdf:1:  Protecting and improving the groundwater that supports existing drinking water

R-2021-0166-FFM-EA R_2020_0166_FFM 13 April 2021 OFFICIAL.pdf:1:  Groundwater within important aquifers for future supply of drinking water or other

R-2021-0166-FFM-EA R_2020_0166_FFM 13 April 2021 OFFICIAL.pdf:1:and groundwaters. In doing so, this would promote remediation where required and an

R-2021-0166-FFM-EA R_2020_0166_FFM 13 April 2021 OFFICIAL.pdf:2:found on gov.uk and include Groundwater Protection, EA Approach to Groundwater

R-2021-0166-FFM-Ground Remediation Options Report.pdf:5: Groundwater Management ………………………………………………………………………………………………… 22

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:8:ground investigation; any design should take this into consideration. It should also be noted that groundwater

R-2021-0166-FFM-Ground Remediation Options Report.pdf:9: • Risk to groundwater resource receptors through leaching of contaminants of concern (CoC) including

R-2021-0166-FFM-Ground Remediation Options Report.pdf:9: metals, and polyaromatic hydrocarbons (PAH) to groundwater were identified by the ERA. A potential

R-2021-0166-FFM-Ground Remediation Options Report.pdf:9: • Nearby surface waters may potentially be impacted by contamination in shallow groundwater. Surface

R-2021-0166-FFM-Ground Remediation Options Report.pdf:9: water features near to the TLRS are culverted and less likely to be in continuity with groundwater.

R-2021-0166-FFM-Ground Remediation Options Report.pdf:9: changes in loading or groundwater regime;

R-2021-0166-FFM-Ground Remediation Options Report.pdf:10: • Potential collapse or inundation settlement as a result of surface water infiltration and groundwater

R-2021-0166-FFM-Ground Remediation Options Report.pdf:11:Agency (groundwater team) with respect to the remediation strategy. Planning permission may also be

R-2021-0166-FFM-Ground Remediation Options Report.pdf:12:• Manage perched and confined groundwater within the Made Ground encountered during excavations;

R-2021-0166-FFM-Ground Remediation Options Report.pdf:14:knowledge of the groundwater regime are combined within the ranking process. The geology and

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: • Groundwater management and treatment may be required where excavation of saturated Made

R-2021-0166-FFM-Ground Remediation Options Report.pdf:18: • Groundwater management and treatment may be required where excavation of saturated Made

R-2021-0166-FFM-Ground Remediation Options Report.pdf:18: • Excavation below the groundwater table may not be feasible / cost effective.

R-2021-0166-FFM-Ground Remediation Options Report.pdf:22:Authority and the Environment Agency (groundwater team) with respect to the remediation strategy. Planning

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23: Groundwater Management

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:Groundwater and accumulated water is anticipated to be encountered within excavations and subsurface

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:groundwater will be sampled and classified to allow appropriate disposal, either via direct disposal to site foul

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:tankerage and disposal from site. Any temporary storage of groundwater or accumulated water shall be within

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:8.3.6.1 Removal of NAPL on Groundwater

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:If NAPL is encountered on the groundwater during excavation works its recovery will be required prior to

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:groundwater discharge. Recovery will continue until no visible NAPL is observed or further recovery is not

R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:the groundwater table and identify if it is impacted by the above material and if groundwater treatment is

R-2021-0166-FFM-Ground Remediation Options Report.pdf:24: groundwater as far as is reasonably groundwater or accumulated water as far

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: • Laboratory analysis of recovered groundwater / treated groundwater to support off-site disposal, re-

R-2021-0166-FFM-Ground Remediation Options Report.pdf:33:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits

R-2021-0166-FFM-Ground Remediation Options Report.pdf:33:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock

R-2021-0166-FFM-Ground Remediation Options Report.pdf:33:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Ground Remediation Options Report.pdf:33:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits

R-2021-0166-FFM-Ground Remediation Options Report.pdf:33: GROUNDWATER

R-2022-0494-FFM-EA_R20220494FFM_OFFICIAL_130722.pdf:3: • Protecting and improving the groundwater that supports existing drinking

R-2022-0494-FFM-EA_R20220494FFM_OFFICIAL_130722.pdf:3: • Groundwater within important aquifers for future supply of drinking water or

R-2022-0494-FFM-19293141_1.pdf:4:2.4.3 Groundwater Flooding 18

R-2022-0494-FFM-19293141_1.pdf:7: • Discuss flood, surface water and groundwater receptors and identify appropriate

R-2022-0494-FFM-19293141_1.pdf:13: fluvial (originating from a watercourse), coastal, groundwater, surface water (pluvial),

R-2022-0494-FFM-19293141_1.pdf:19: 2.4.3 Groundwater Flooding

R-2022-0494-FFM-19293141_1.pdf:19: Groundwater flooding is flooding that is caused by unusually high groundwater levels or flow

R-2022-0494-FFM-19293141_1.pdf:19: rates. During flooding, groundwater can emerge at the ground surface or within man-made

R-2022-0494-FFM-19293141_1.pdf:20: underground structures such as basements. There are various mechanisms of groundwater

R-2022-0494-FFM-19293141_1.pdf:20: geology alluvial and coastal groundwater flooding, and that associated with minewater

R-2022-0494-FFM-19293141_1.pdf:20: The EA alongside the BGS have developed a groundwater vulnerability map 11 accessed

R-2022-0494-FFM-19293141_1.pdf:20: risk from groundwater. These risk levels are described on the BGS website as:

R-2022-0494-FFM-19293141_1.pdf:20: • High: areas able to easily transmit pollution to groundwater, characterised by

R-2022-0494-FFM-19293141_1.pdf:20: • Medium: areas that offer some groundwater protection. Intermediate between

R-2022-0494-FFM-19293141_1.pdf:20:11 BGS Groundwater vulnerability data. https://www.bgs.ac.uk/products/hydrogeology/GroundwaterVulnerability.html

R-2022-0494-FFM-19293141_1.pdf:35: including stormwater, groundwater and wastewater management and water supply, into

R-2022-0494-FFM-19293141_1.pdf:36: There is a residual risk of groundwater flooding throughout the STDC site however, this is

R-2022-0494-FFM-19293141_1.pdf:36: the urban water cycle, including stormwater, groundwater and wastewater management

R-2022-0494-FFM-19293141_1.pdf:36: including stormwater, groundwater and wastewater management and water supply, into

R-2022-0494-FFM-21089271_1.pdf:11:indicates that groundwater beneath the site within the Redcar Mudstone Formation. The site is not located

R-2022-0494-FFM-21089271_1.pdf:11:within a Groundwater Source Protection Zone.

R-2022-0494-FFM-21089271_1.pdf:11:Arcadis 2020 reports groundwater within the Tidal Flat Deposits to rest at 2.349m AOD and between 2.256 to

R-2022-0494-FFM-21089271_1.pdf:11:Groundwater was not encountered in any of the trial pits excavated as part of the intrusive investigation.

R-2022-0494-FFM-21089271_1.pdf:13:Based on the inferred groundwater flow direction, position relative to the site and the above ground nature of

R-2022-0494-FFM-21089271_1.pdf:16: B. Vapour inhalation of indoor and outdoor air from volatile contamination in shallow groundwater,

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:61: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:62: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:63: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:64: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:65: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:66: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:67: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:68: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:69: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:70: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:71: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:72: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:73: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-21089271_1.pdf:74: Groundwater (description): Dry Termination Depth:

R-2022-0494-FFM-10035117-AUK-XX-XX-CO-ZZ-0555-01-Steel_House_Mounds.pdf:1:assess groundwater as this is to be subject to further assessment as part of an additional GI as referred

R-2021-0855-CD-MGE04603 Contaminated Land.pdf:2:Contamination from the Groundwater Source in the vicinity of SBA_AUK_BH110 is

R-2021-0855-CD-MGE04603 Contaminated Land.pdf:2:and the Groundwater Source area.

R-2021-0855-CD-MGE04603 Contaminated Land.pdf:2:2021d) and the review of the CSM undertaken in this DQRA, the Groundwater

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: Groundwater beneath the site was measured resting within the Made Ground, with a flow

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: Groundwater source in the vicinity of SBC_AUK_BH110 – considered to

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: Diffuse groundwater contaminants found throughout the site associated with Made Ground

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: Groundwater contaminants associated with SBCO include metals, hydrocarbons (including

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:5: Pathways Migration in groundwater through the Made Ground towards the surface water

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: Groundwater was not assessed as a receptor at significant risk based the industrial history

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: of the site and its surroundings, the brackish nature of the groundwater due to proximity to

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: Receptors the estuary and the low potential for groundwater abstraction for potable water in the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: The Groundwater Source was modelled in the SBA DQRA (Arcadis, 2021d), which

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: concluded that measured concentrations from the modelled Groundwater Source did not

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: groundwater monitoring has been undertaken, the findings of the SBA DQRA were

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: present in future, potentially reducing the flow of groundwater from the site towards the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: Groundwater was identified resting within the base of the Made Ground. Due to the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: 1. Measured concentrations of contaminants in groundwater representing those with

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: concentrations of contaminants from the 67 groundwater monitoring wells sampled from

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: to provide the best representation of groundwater potentially entering the River Tees due

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: upper granular portions of the Tidal Flat Deposits. As such, the groundwater quality data

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: exceeded the EQS in groundwater in both the sentinel wells and from the wider site. This

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: calculation of groundwater-surface water SSAC. This assessment indicated that a limited

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: on down gradient groundwater quality and the River Tees was considered to be limited.

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: undertaken in this DQRA, the Groundwater Source in the area of SBA_AUK_BH110

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:9:Table 3 – Comparison of Measured Groundwater Concentrations with EQS and SSAC

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:11:the measured concentration of CoC in groundwater. This should in turn inform any remedial strategy that may

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: Installation of 15 groundwater monitoring wells (six dual installations);

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Groundwater monitoring and sampling (4no. rounds) as well as aquifer permeability testing and tidal

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Groundwater monitoring and sampling (1no. round) of 13 quayside wells; and,

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Installation of 18 groundwater monitoring wells (including nine dual installations);

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Groundwater monitoring and sampling (3no. rounds) from 17 wells installed;

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Groundwater monitoring and sampling (1no. round) of 4 quayside wells; and,

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Installation of 25 groundwater monitoring wells (including nine dual installations);

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Groundwater monitoring and sampling (3no. round) from 23 wells installed; and,

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Installation of 17 groundwater monitoring wells; and,

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13: Groundwater and surface water monitoring and sampling (2no. rounds).

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:13:monitoring wells where groundwater sampling was undertaken. In total, 67 wells were monitored. These relate

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:16:The groundwater underlying the site was found to be consistently resting within the Made Ground, generally

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:16:migration of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till.

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:16:The underlying bedrock is considered the most sensitive aquifer system at the site, with a groundwater flow

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:16:Assessment of the groundwater level data indicates that the water level in wells screening the bedrock aquifer

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:groundwater is not confined and may be in hydraulic continuity with groundwater within the groundwater within

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:Groundwater flow was inferred to be toward the north or north-east within both the Made Ground and Tidal

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:barrier between the site and River Tees, indicates that the groundwater migration pathway to the River and

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:protection of human health in groundwater. Non aqueous phase liquid (NAPL) and tar were identified primarily

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:groundwater were recorded on site, primarily relating to those wells screening the Made Ground and the Tidal

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18:groundwater monitoring visits. This, along with other CoC, could not be fully delineated as part of the initial

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18:2021a, 2021b & 2021c reports within the groundwater in the wells running along the northern site boundary.

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: Groundwater Source in the vicinity of SBA_AUK_BH110 – considered to represent contamination

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18: Groundwater Source: Lateral migration of potentially impacted groundwater within Made Ground

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:surroundings, as well as the brackish nature of the groundwater due to proximity to the estuary, groundwater

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:groundwater using site-specific information, where available. Dilution with the River Tees was also calculated

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19: Groundwater Source only)

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19: Prior to the River Tees (at sentinel wells and 360m down gradient from the Groundwater Source); and

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:50m Compliance Point (Groundwater Source only)

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:The 50m compliance point was modelled for the groundwater source as a first stage of assessment in line

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:Groundwater Source)

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:From the Groundwater Source, cyanide, naphthalene and benzene were the only CoC compounds to exceed

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:in modelling cyanide, the risk presented by these CoC within the groundwater source was considered to be

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:Measured concentrations of a number of CoC in groundwater in sentinel wells exceeded EQS including TPH,

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:amount of groundwater discharge from the site into the River Tees.

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:None of the measured concentrations of CoC in the on-site Groundwater Source wells or the sentinel wells

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:Groundwater Source area, from where the highest measured groundwater concentrations of CoC were

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:steady state equilibrium with groundwater (in relation to the groundwater source). A timeframe assessment for

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:the Groundwater Source predicted that measured concentrations may increase by around an order of

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:21:to the absence of hardstanding on the site and active process of infiltration from rainwater. Groundwater is

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21:The River Tees is present approximately 20m to the north of the site boundary and groundwater migration

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21:brackish nature of the water, it is considered unlikely that groundwater would be abstracted for drinking

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21:A NAPL source within the groundwater has been recorded in SBA_AUK_BH110 towards the southern

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21:The groundwater source identified in the vicinity of SBA_AUK_BH110 is considered to form a potentially

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:22:represent a significant risk to water resources based on measured groundwater concentrations. As such, the

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:22: Migration in groundwater through the Made Ground towards the surface water receptor (River Tees).

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:23:the highest concentrations of CoC in groundwater and NAPL measured in SBA. The SBCO is shown on

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:23:groundwater from the facility operation and associated tanks and Infrastructure.

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:23:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:potential to affect groundwater quality include metals, hydrocarbons, PAH, inorganics including cyanide,

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:Given the north/north-easterly groundwater flow direction, the wharf and pumphouse identified to the north of

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:the site are unlikely to affect groundwater quality beneath the site.

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:contaminants with the potential to affect groundwater quality include metals, TPH, PAH, VOC and SVOC.

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:groundwater wells as Figures 3a-3af.

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:The groundwater underlying the site was generally found to be resting within the Made Ground, with the Made

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:26:represented by groundwater and discussed in Section 4.2.3.3.

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:26:4.2.3.3 Groundwater

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:26:groundwater monitoring well locations (98 out of 203 samples) reported in Arcadis, 2021a, 2021b, 2021c and

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:26:The occurrence of the majority of the measured TPH groundwater concentrations in wells screening the Made

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:27:Benzene was measured above the MDL in 13 of the 52 monitored groundwater well locations analysed for

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:27:Metals were measured above the laboratory MDL in all 52 groundwater monitoring well locations sampled to

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:28:Ammoniacal nitrogen was measured above the MDL in all 52 groundwater monitoring wells sampled to date.

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:28:groundwater plume originating from a localised source. Further higher concentrations were measured in the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:related to groundwater discharges from the site.

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 groundwater, a more distinct plume is evident in the vicinity of the SBCO area and southern SBA boundary,

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:BH110 also had a measured thickness of DNAPL on two of the three groundwater monitoring visits

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:into groundwater is likely to have occurred already. Based on this, groundwater is considered to provide the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:those from across the remainder of the site. This is with the exception of groundwater in the area of

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:SBA_AUK_ BH110 associated with the Groundwater Source, where contaminants (including hydrocarbons,

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29: Groundwater Source in the vicinity of SBA_AUK_BH110 – considered to represent impacts

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:The Groundwater Source was modelled in the SBA DQRA (Arcadis, 2021d), which concluded that measured

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:concentrations of CoC from the modelled Groundwater Source do not represent a significant risk to the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:understanding of this area, and no additional groundwater monitoring has been undertaken, the findings of the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:reducing the flow of groundwater). The Made Ground source has therefore been conceptualised as the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:Groundwater within the Tidal Flat Deposits and the Mercia Mudstone are designated as a Secondary A and

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:Groundwater was not assessed as a receptor at significant risk based the industrial history of the site and its

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:surroundings, the brackish nature of the groundwater due to proximity to the estuary and the low potential for

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:groundwater abstraction for potable water in the future. The resource potential for the underlying aquifers is

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:31:groundwater depth (maximum 4cm) within the natural deposits, including locations tested within the vicinity of

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32: 1. Measured concentrations of contaminants in groundwater representing those with potential to enter

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:4.2.6) from the 67 groundwater monitoring wells sampled from 52 locations from across the site were

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:“sentinel wells” and are considered to provide the best representation of groundwater potentially entering the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:upper granular portions of the Tidal Flat Deposits. As such, the groundwater quality data specifically from the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:(Arcadis, 2021d) in relation to the Groundwater Source. This concluded that, whilst the timeframe assessment

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:for the groundwater source indicated that steady state may not yet have been reached, any increase in

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:33:Comparison with the saline EQS has been undertaken for measured concentrations from the 67 groundwater

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:33:groundwater into surface water and the flow rate of the surface water. Surface water rates have been based

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:34:The rate of groundwater flow into the river is estimated using the following algorithm, based on Darcy’s Law:

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:34:Qgw = Groundwater rate of discharge into surface water (m3/day)

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:34:A = Area of impacted groundwater entering river (m2)

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:34:Qgw = Groundwater rate of discharge into surface water (m3/day)

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:35:potentially associated with the Groundwater source modelled in the SBA DQRA. Where more than one round

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:38:Only ammoniacal nitrogen, thiocyanate and benzo(a)pyrene in groundwater exceed the SSAC in the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:39:with historical land uses. These include the SBCO and the HFO tanks. Ammoniacal nitrogen groundwater

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:39:localised in the SBB area and may be associated with historical land uses. Thiocyanate groundwater

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:40:groundwater in both the sentinel wells and from the wider site. This represents a point of compliance

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:41:SBC_AUK_BH114. SBA_AUK_BH105 and SBA_AUK_BH110 were included in the modelled groundwater

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:41:influence of concentrations associated with these wells on down gradient groundwater quality and the River

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:43:this DQRA, the Groundwater Source in the area of SBA_AUK_BH110 (interpreted to be associated with the

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:44:Environment Agency, 2017. Groundwater Protection – Land contamination groundwater compliance points:

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:82: * Includes contaminants of concern measured above the laboratory method detection limit during groundwater monitoring undertaken between October 2020 and June 2021 across the South Bank Redcar site

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:83: * Includes contaminants of concern measured above the laboratory method detection limit during groundwater monitoring undertaken between October 2020 and June 2021 across the South Bank Redcar site

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:97:advise the Client or any other party of such changes or (soil, groundwater, building fabric or other samples)

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:100: Level 3 Groundwater SSAC (ug/l)

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:100: 8000 Groundwater

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:102:Width of groundwater source (m) 5,000

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:102:Depth of groundwater source (m) 1.20

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:102:Calculated groundwater flow rate (m /day) 96

R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:104:and/or groundwater.

R-2021-0855-CD-Officer report.pdf:3:Contamination from the Groundwater Source in the vicinity of SBA_AUK_BH110 is

R-2021-0855-CD-Officer report.pdf:3:and the Groundwater Source area.

R-2021-0855-CD-Officer report.pdf:3:2021d) and the review of the CSM undertaken in this DQRA, the Groundwater

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:8:background conditions within the local groundwater, or perched water within the made ground. These same

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:8:have on the local groundwater or perched water within the made ground.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:4: Groundwater …………………………………………………………………………………………………………………….25

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:8: Installation of 26no groundwater monitoring wells with subsequent purge development;

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:8: Groundwater sampling of all newly installed monitoring wells;

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:8: Groundwater elevation survey of all newly installed monitoring wells.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:8:ground investigation; any design should take this into consideration. It should also be noted that groundwater

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:15:included encountering groundwater, hard strata, or the pit stability; a summary of the trial pit investigation

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:18:present may act as an aquiclude, or lower permeability layer for the vertical movement of groundwater.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:19:Previous investigations have indicated that groundwater is present at elevations of between 4.5 and 1.5m

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:19:AOD. The site is not located within a Groundwater Source Protection Zone. Groundwater levels recorded

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:20: Monitoring Groundwater Groundwater

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:20: Groundwater Visit Groundwater Visit

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:20:Groundwater in wells screened across the Made Ground alone, the Made Ground and Superficial Deposits,

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:20:levels in both wells indicating that groundwater within these two geologies are in continuity; this is expected

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:20:given the granular nature of these deposits. Groundwater was encountered in 148 of 294 trial pits and was

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:20:A groundwater elevation plan for wells partially or fully screened across the Made Ground is presented as

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:21: Figure 6: Groundwater Elevation Interpolation – Made Ground Deposits

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:21:Groundwater within the Mercia Mudstone is indicated to be flowing to the south east, however this assessment

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:21:that within the Made Ground / Alluvium, and in S2-BHA01 groundwater sits approximately 5cm higher in the

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:29: TPH and 19 µg/l PAH was measured in groundwater from monitoring well S1-BH12 which is screened

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:29: concentration of 8.8µg/l TPH and 2.9µg/l PAH were measured in groundwater from monitoring well

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:31: Groundwater

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:31:Metals and inorganic ions were measured in groundwater samples from all monitoring wells, concentrations

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:31:barium, iron, selenium and vanadium were detected in all groundwater samples across both visits

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:32:primarily complexed. Groundwater pH ranged between neutral (7.5) and strongly alkaline (12.4). A plan

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:32:showing the distribution of sulphate in groundwater in shown as Figure 14 below and in Appendix C.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:32: Figure 14: Sulphate in Groundwater

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: to groundwater are considered potentially active due to the identified depth of groundwater (approximately

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: would be considered active. Given the identified depth to groundwater, direct contact pathways in relation

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: to groundwater are not considered active.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: Leaching of contaminants in the Made Ground to groundwater within the Superficial Deposits is considered

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33:In monitoring wells S1-BH17, and the deep wells of the five twin installations the groundwater was resting

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:34:ground gas condition, this is expected as the monitoring well was designed to assess groundwater conditions

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:34:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:34:stage all the above water baring bodies are considered groundwater receptors at the site.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:37: of leachate from the Made Ground was strongly alkaline to neutral as was groundwater.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:37:  Elevated sulphate levels were noted in Made Ground, bedrock, and groundwater;

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:37: noted to leach in some samples. Metals, TPH and PAH were also detected in groundwater.

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:40: Groundwater Protection: Policy and Practice, Environment Agency GP3 Parts 1-4.

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-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:52:E = Leaching of contaminants from Made Ground and other sources to groundwater in superficial deposits

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:52:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:52:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:52:H = Migration of contaminated groundwater into off site surface water features and Tees Estuary via Made Ground and Superficial Deposits

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:52: 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-Decision Notice 1048(1).pdf:4: not cause groundwater pollution or loss of water supplies in line with

R-2021-1048-FFM-Decision Notice 1048(1).pdf:4: groundwater protection’.

R-2021-1048-FFM-Officer Report 1048.pdf:4:2. Risks to groundwater from the development are unacceptable. The

R-2021-1048-FFM-Officer Report 1048.pdf:4:posed to groundwater can be satisfactorily managed.

R-2021-1048-FFM-Officer Report 1048.pdf:5: groundwater are failing at compliance points at off site locations.

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:6: cause groundwater pollution or loss of water supplies in line with

R-2021-1048-FFM-Officer Report 1048.pdf:7: to groundwater protection’.

R-2021-1048-FFM-Officer Report 1048.pdf:24: for the investigation of soils, groundwater or geotechnical purposes shall

R-2021-1048-FFM-Officer Report 1048.pdf:24: do not cause groundwater pollution or loss of water supplies in line with

R-2021-1048-FFM-Officer Report 1048.pdf:24: groundwater protection’.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:6: 2. The risks to groundwater from the development are unacceptable. The

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:6: risks posed to groundwater can be satisfactorily managed.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:8:groundwater body or bodies may interact with each other, surface water bodies

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:8:Objection 2: Risks to Groundwater are Unacceptable

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:8:groundwater from the development are unacceptable. The applicant has not

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:8:groundwater can be satisfactorily managed. We recommend that planning

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:8:groundwater body or bodies may interact with each other, surface water bodies

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:9:posed by development to groundwater can be satisfactorily managed. In this

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:9:detrimental impact to groundwater quality.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:10:and do not have any groundwater monitoring wells present. We require further

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:10: groundwater monitoring visits and results;

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:10: • Ground and groundwater conditions specific to the development area.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:10: • Scaled cross sections which interprets the ground and groundwater

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: • Details / results of groundwater level data and the number of occasions

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: groundwater level data from all boreholes has been collected;

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: • Groundwater contour plans from each monitoring visit undertaken which

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: clearly demonstrate the movement of groundwater;

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: and the interaction of groundwater with surface water bodies;

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: • Details / results of groundwater analysis from each water body on site and

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: the number of occasions groundwater sampling / chemical analysis has

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: • Details / results of any off site groundwater analysis which is considered to

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: groundwater); and

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: analysis of surface water and groundwater receptors should be undertaken

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: groundwater should be DWS, followed by EQS and where no appropriate

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: existing ground and groundwater conditions at the site should be

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: ground and groundwater conditions and are therefore not acceptable;

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: clear whether all groundwater wells have been monitored and the

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: frequency of monitoring. All groundwater level monitoring data should be

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: referenced but not included. The Applicant should interpret groundwater

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: conditions prevailing at the site including provision for groundwater contour

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: groundwater across the site but the groundwater is described as

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: hydraulic continuity between surface water ponds and groundwater;

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: of contaminated groundwater associated with an off-site source onto site

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: site groundwater have been sampled and analysed to conclude that this

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: concern highlighted, and the number of occasions groundwater sampling

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:13: groundwater was not modelled on the basis that steady state conditions

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:14: environment and improvement in groundwater and surface water quality

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:14: groundwater quality, and that betterment in groundwater quality may not

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:14: groundwater / surface water should be considered as receptors. It also

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:15:The discharge of groundwater from remediation activities or dewatering purposes,

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:15:The Environment Agency’s approach to groundwater protection’ (pre-

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:15:We would like to refer the applicant/enquirer to our groundwater position

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:15:statements in ‘The Environment Agency’s approach to groundwater protection’,

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:16: groundwater

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:16: • Groundwater resources

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:16: • Groundwater flooding

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:18:2. The risks to groundwater from the development are unacceptable. The applicant has not

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:18:supplied adequate information to demonstrate that the risks posed to groundwater can be satisfactorily

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:22:Teesside (Main Site and onshore CO2 Export Pipeline The ”Final” version of the document has now been provided. This report contains additional groundwater data

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: testing, groundwater analysis, slag testing and groundwater

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: Ground and groundwater conditions specific to the Arcadis believe the previously submitted documentation contains this information however we will review and

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: groundwater conditions prevailing at the site and any

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: The cross sections will be updated to further discuss the interaction of groundwater.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: Details / results of groundwater level data and the number of

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: occasions groundwater level data from all boreholes has

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: Groundwater contour plans from each monitoring visit Groundwater plans will be submitted however Arcadis believe that, although all data sets should be reviewed

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: undertaken which clearly demonstrate the movement of in terms of the conceptual site model to identify consistency of behaviour within groundwater, plans need not

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: groundwater; be submitted for each visit. Plans will only be submitted if inconsistent observations are identified.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:24: influence of tides and the interaction of groundwater with update the report for clarity where necessary including the provision of the appendix discussed above.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:25:Details / results of groundwater analysis from each water

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:25:body on site and the number of occasions groundwater

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:25:Details / results of any off site groundwater analysis which is

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:25:controlled water receptors (surface and groundwater); Arcadis believe the previously submitted documentation contains this information however we will review and

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:26:surface water and groundwater receptors should be collected to adequately characterise the site. We have now received additional groundwater sampling data,

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:26:of groundwater should be DWS, followed by EQS and where

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:29:groundwater conditions at the site should be submitted. The

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:29:ground and groundwater conditions and are therefore not

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:29:groundwater wells have been monitored and the frequency

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:29:of monitoring. All groundwater level monitoring data should

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:29:should interpret groundwater conditions prevailing at the site

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:29:including provision for groundwater contour plans for the

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:29:influence on groundwater across the site but the

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:29:groundwater is described as brackish. The Applicant should Arcadis believe the previously submitted documentation contains this information however we will review and

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:continuity between surface water ponds and groundwater;

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:lateral migration of contaminated groundwater associated

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:boreholes off site groundwater have been sampled and

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:occasions groundwater sampling and chemical analysis has

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:30:whether all on-site monitoring wells have been sampled for be collected to adequately characterise the site. We have now received additional groundwater sampling data,

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: considered significantly different to that of the groundwater, such that it could lead to a significant increase in

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:31: groundwater concentrations. Additionally, the risk to groundwater is considered to be low given its low resource

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:31: material and groundwater is based on the fact that groundwater is resting within the Made Ground

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:32: been derived which is protective of risk to controlled waters; While it is not Arcadis’ objective to remediate Made Ground in order to improve groundwater quality, the re-use

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: Also, as discussed above, groundwater rests within Made Ground and conditions are considered to be at

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:32: steady state. No long-term deterioration of groundwater quality is likely to occur. Furthermore, as part of the

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:33:environment and improvement in groundwater and surface Applicant setting out a planning perspective.

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:34:short term deterioration in groundwater quality, and that It was recognised in the meeting between the EA, STDC, Lichfields, Arcadis, and Atkins held in the TMO on

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:34:betterment in groundwater quality may not be apparent for a 30/03/22 that any large earthworks may lead to a localised short term deterioration in groundwater quality

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:34:groundwater / surface water should be considered as monitoring be undertaken.

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:1:2. Risks to groundwater from the development are unacceptable. The applicant has not supplied

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:1:adequate information to demonstrate that the risks posed to groundwater can be satisfactorily managed.

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: questionable whether ground investigation data been used to provide indicative groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:3: groundwater – as such, no significant risk.

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:3: development should aim to prevent the entry of and sulphate) in groundwater – however this is likely a

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:3: improvement in groundwater and surface water quality Overall the risk to the North Sea was considered

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:3: a betterment in groundwater conditions beneath the

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:3: leachate, groundwater and surface water testing. Detailed Quantitative Risk Assessment (DQRA) –

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:4: underlying geology and the groundwater conditions as presented within the DQRA (Arcadis 2022a).

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:4: groundwater regime at the site is, including the strata Groundwater elevation 2.4.1

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:4: within which groundwater bodies occur, whether Groundwater flow direction 2.4.2

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:4: different groundwater bodies within different strata

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:4: interact and how groundwater interacts with surface Aquifer permeability 2.4.3

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:4: groundwater bodies are. No factual monitoring results

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:5: information (soil leachate, groundwater / surface water Factual data is presented in AEG 2018 and AEG2021.

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: groundwater and no dissolved concentrations of

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: groundwater quality and the presence or absence of intervention.

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: removal of NAPL on groundwater. Additionally, no is expected to be used to address perched

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:6: details have been provided on how dissolved groundwater within relic structures as groundwater

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:7: ground and groundwater conditions and the pollution risk assessment. Scaled cross sections (produced by

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:9: 2. Risks to groundwater from the development are unacceptable. The

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:9: the risks posed to groundwater can be satisfactorily managed.

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:10:groundwater body or bodies may interact with each other, surface water bodies

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:10:Objection 2: Risks to groundwater from the development are unacceptable.

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:10:the risks posed to groundwater can be satisfactorily managed.

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:10:groundwater from the development are unacceptable. The applicant has not

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:10:groundwater can be satisfactorily managed.

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:10:groundwater body or bodies may interact with each other, surface water bodies

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:11:information to demonstrate that the risks posed by development to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:11:unacceptable risk of causing a detrimental impact to groundwater quality.

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:11: environment and improvement in groundwater and surface water quality

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:12: demonstrate the underlying geology and the groundwater conditions

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:12: what the prevailing groundwater regime at the site is, including the strata

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:12: within which groundwater bodies occur, whether different groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:12: bodies within different strata interact and how groundwater interacts with

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:12: surface waters. It is also not clear what the tidal influence on groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13: as no factual information (soil leachate, groundwater / surface water

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13:• In the absence of factual data with respect to groundwater quality and the

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:13: groundwater. Additionally, no details have been provided on how dissolved

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:14: model which highlights ground and groundwater conditions and the

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:16:that all accumulated, perched or groundwater encountered in the made ground

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:17:indicates groundwater and accumulated water will be stored, sampled, treated

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:18:The discharge of groundwater from remediation activities or dewatering purposes,

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:18:The Environment Agency’s approach to groundwater protection’ (pre-

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:18:We would like to refer the applicant/enquirer to our groundwater position

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:18:statements in ‘The Environment Agency’s approach to groundwater protection’,

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:18: groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:18: • Groundwater resources

R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:18: • Groundwater flooding

R-2021-1048-FFM-Earthworks Specification.pdf:16:Permanent groundwater is not anticipated to be encountered within the anticipated excavations. Where perched

R-2021-1048-FFM-Earthworks Specification.pdf:16:any requirements for groundwater lowering and / or treatment. Any groundwater lowering proposed shall 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:18: Mercia Mudstone (north limited amounts of groundwater due

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:Current water quality data of groundwater bodies covered by the Water Framework Directive are presented in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:A summary of the presence of groundwater and elevation of identified across the site on two dates is given in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:Table 7 – Groundwater Elevation Summary

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19: Monitoring Well Water Depth (m Water Level (m Lithology groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:Groundwater flow was noted to be towards the north within the Tidal Flat Deposits and the northeast within

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:the Redcar Mudstone Formation, this flow direction is towards the coast. Groundwater is also anticipated within

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:Groundwater within the Tidal Flat Deposits and Blown Sand is expected to be in continuity; continuity within

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:migration between the superficial and bedrock aquifers. Groundwater within the bedrock aquifer units are

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:The site is not located with a Groundwater Source Protection Zone (SPZ).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:20:The investigation conducted to date indicates that groundwater beneath the northern portion of the Site to be

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:20:There are no groundwater abstraction licenses on the site or within 500m.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:20:be in continuity with groundwater within this aquifer and also water within the Made Ground.

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:23:Groundwater was interpreted to be flowing to the north/northeast. Chemical analysis recorded exceedances

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:23:The assessment of concentrations in groundwater noted exceedances of water quality standards which were

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:26:Given the distance from the site and the groundwater flow direction identified by previous ground investigation

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:27:The site is not located within a groundwater source protection zone, and due to the industrial history of the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:27:area there is little/no possibility that groundwater will be abstracted for potable use.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:29: Made Ground Vertical migration from on- history. Unknown depth to groundwater or

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:29:Members of contamination groundwater which Following Development

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:29: groundwater body.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:31: water receptor due to identified groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:31: (Section 7.1) groundwater body and implemented as defined by the Remediation

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:34:4. All work carried out in preparing this report has used, and is based on, Arcadis’ 12. Unless otherwise stated, samples from the Site (soil, groundwater, building

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:47:58 5.3 Groundwater vulnerability Identified (within 50m)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:47:59 5.4 Groundwater vulnerability- soluble rock risk None (within 0m)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:47:60 5.5 Groundwater vulnerability- local information None (within 0m)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:47:61 5.6 Groundwater abstractions 0 0 0 0 0

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:48:65 6.5 WFD Groundwater bodies 1 - - - -

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:48:Page Section Groundwater flooding

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:48:71 9.1 Groundwater flooding Low (within 50m)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:98:Aquifer status of groundwater held within superficial geology.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:100:Aquifer status of groundwater held within bedrock geology.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:100: groundwater due to localised features such as fissures, thin permeablehorizons and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102: Groundwater vulnerability

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102:5.3 Groundwater vulnerability

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102:An assessment of the vulnerability of groundwater to a pollutant discharged at ground level based on the

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: High - Areas able to easily transmit pollution to groundwater. They are likely to be characterised by high

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102:Features are displayed on the Groundwater vulnerability map on page 58

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:103:5.4 Groundwater vulnerability- soluble rock risk

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:104:5.5 Groundwater vulnerability- local information

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:104:groundwater team through the Environment Agency National Customer Call Centre on 03798 506 506 or by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:105:5.6 Groundwater abstractions

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:105:Licensed groundwater abstractions for sites extracting more than 20 cubic metres of water a day and includes

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:106:Source Protection Zones in the confined aquifer define the sensitivity around a deep groundwater abstraction

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107: WFD Groundwater body boundaries

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:108:coastal waters and groundwater through river basin-level management planning. In terms of surface water,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:109:6.5 WFD Groundwater bodies

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:109:Groundwater bodies are also covered by the Directive and the same regime of objectives and reporting

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:109:Explorer to find out more about each groundwater body listed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:110:Records of historic flooding from rivers, the sea, groundwater and surface water. Records began in 1946 when

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:115: 9 Groundwater flooding

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:115:9.1 Groundwater flooding

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:115:Groundwater flooding is caused by unusually high groundwater levels. It occurs when the water table rises

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:115:above the ground surface or within underground structures such as basements or cellars. Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:115:Features are displayed on the Groundwater flooding map on page 71

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:163:peat and may compress if loaded by overlying structures, or if the groundwater level changes, potentially

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:1: 2. Risks to groundwater from the development are unacceptable. The

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:1: the risks posed to groundwater can be satisfactorily managed.

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:2:groundwater body or bodies may interact with each other, surface water bodies

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:2:Objection 2: Risks to groundwater from the development are unacceptable.

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:2:the risks posed to groundwater can be satisfactorily managed.

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:2:groundwater from the development are unacceptable. The applicant has not

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:2:groundwater can be satisfactorily managed.

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:2:groundwater body or bodies may interact with each other, surface water bodies

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:3:information to demonstrate that the risks posed by development to groundwater

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:3:unacceptable risk of causing a detrimental impact to groundwater quality.

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:3: environment and improvement in groundwater and surface water quality

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:4: demonstrate the underlying geology and the groundwater conditions

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:4: what the prevailing groundwater regime at the site is, including the strata

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:4: within which groundwater bodies occur, whether different groundwater

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:4: bodies within different strata interact and how groundwater interacts with

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:4: surface waters. It is also not clear what the tidal influence on groundwater

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5: as no factual information (soil leachate, groundwater / surface water

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5:• In the absence of factual data with respect to groundwater quality and the

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:5: groundwater. Additionally, no details have been provided on how dissolved

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:6: model which highlights ground and groundwater conditions and the

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:8:that all accumulated, perched or groundwater encountered in the made ground

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:9:indicates groundwater and accumulated water will be stored, sampled, treated

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:10:The discharge of groundwater from remediation activities or dewatering purposes,

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:10:The Environment Agency’s approach to groundwater protection’ (pre-

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:10:We would like to refer the applicant/enquirer to our groundwater position

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:10:statements in ‘The Environment Agency’s approach to groundwater protection’,

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:10: groundwater

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:10: • Groundwater resources

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:10: • Groundwater flooding

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:2: groundwater are failing at compliance points at off site locations.

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-EA_R20211048FFM_OFFICIAL_010722.pdf:4: cause groundwater pollution or loss of water supplies in line with

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:4: groundwater protection’.

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:4:The discharge of groundwater from remediation activities or dewatering purposes,

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:4:The Environment Agency’s Approach to Groundwater Protection’ (pre-

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:4:We would like to refer the applicant/enquirer to our groundwater position

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:4:statements in ‘The Environment Agency’s approach to groundwater protection’,

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:4: groundwater

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:5: • Groundwater resources

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:5: • Groundwater flooding

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:9:carbonate precipitates), which can be mobilised in surface and groundwater leading to damage to

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:16:Programme requirements only allowed for one round of groundwater sampling.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:21:The site was not located in a Groundwater Source Protection Zone.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:21:anticipated. Tidal fluctuation of groundwater levels is likely to increase closer to the estuary itself.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:21:The 2004 Enviros Report records groundwater varying between 4.5m.AOD and 1.5m.AOD closest to the

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:21:River Tees. Shallower groundwater levels in the central and southern portions of the site were observed,

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:25: (British Steel Plc) registered to Steel House and groundwater. No mention of

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:29: • Groundwater testing returned pH values between 7.8 and 10.1

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:32:• Migration via groundwater flows

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:32:• Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:35:precipitates). This can be mobilised in surface and groundwater leading to damage to drainage

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: (Area H) bedrock, whichever is monitor and sample groundwater.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: (Area A) bedrock, whichever is monitor and sample groundwater.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: (Area I) bedrock, whichever is monitor and sample groundwater.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: (Area B) bedrock, whichever is monitor and sample groundwater.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: (Area E) bedrock, whichever is monitor and sample groundwater.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: (Area F) bedrock, whichever is monitor and sample groundwater.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:39: (Area D) bedrock, whichever is monitor and sample groundwater.

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:55: migration Controlled water - Groundwater ✓ Medium Moderate Moderate

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:55: Controlled water - Groundwater ✓ Medium Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:56: Migration via Controlled water - Groundwater ✓ Medium Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:56: groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:56: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:57: or through groundwater run-off.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:57: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:57: Controlled water - Groundwater ✓ Medium Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:58: Inhalation Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:58: migration Controlled water - Groundwater ✓ Medium Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:59: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:59: Migration via Controlled water - Groundwater ✓ Mild Low Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:59: groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:60: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:60: Sinter Plant Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:61: migration Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:61: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:62: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:62: Controlled water - Groundwater ✓ Severe Moderate High

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:63: Migration via Controlled water - Groundwater ✓ Severe Low Moderate

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:63: groundwater Moderate

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:63: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:64: Airbourne Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:64: contact Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:65: migration Controlled water - Groundwater ✓ Medium Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:65: Controlled water - Groundwater ✓ Medium Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:66: Migration via groundwater flows only

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:66: groundwater Controlled water - Groundwater ✓ Medium Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:66: Ingestion Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:67: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:67: Dermal Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:68: Surface water Controlled water - Groundwater ✓ Mild Unlikely Very Low viscous liquids e.g low weight oils.

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:68: Migration via Controlled water - Groundwater ✓ Medium Unlikely Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:68: groundwater Moderate

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:69: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:69: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:70: Pellet Controlled water - Groundwater ✓ Medium Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:70: Surface water Controlled water - Groundwater ✓ Mild Unlikely Very Low

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:71: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:71: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:72: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:72: Dermal Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:73: Pellet Plant Controlled water - Groundwater ✓ Medium Moderate Moderate

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:73: Migration via Controlled water - Groundwater ✓ Medium Moderate

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:73: groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:74: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:74: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:75: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:75: Controlled water - Groundwater

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:77: Mild Pollution of non-sensitive water resources. Pollution of non-classified groundwater.

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:4:2.4.3 Groundwater Flooding 15

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:4:2.6.4.4 Groundwater Flood Risk 29

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:4:2.6.5.4 Groundwater 30

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:15: fluvial (originating from a watercourse), coastal, groundwater, surface water (pluvial),

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21:2.4.3 Groundwater Flooding

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: Groundwater flooding is defined by the British Geological Survey as following:

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: ‘The emergence of groundwater at the ground surface away from perennial river channels or

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: the rising of groundwater into man-made ground, under conditions where the 'normal'

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: ranges of groundwater level and groundwater flow are exceeded. Exceptionally large flows

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: under the above definition of groundwater flooding, can cause both localised flooding in the

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: groundwater flooding.

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: In addition to where groundwater emerges, the rate of flow is also an important

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: consideration in understanding the risk associated with groundwater. In general, low

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: overwhelmed and inundated with groundwater.

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35:2.6.4.4 Groundwater Flood Risk

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: Rainfall is likely to enter the groundwater system underlying the site by direct recharge

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: through the Made Ground, glacial till and tidal flat deposits. Groundwater within the

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: A desk study with a groundwater constraints assessment and conceptual model would be

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: required to develop a detailed understanding of potential groundwater flooding. As an

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: Foundry site that is adjacent to the NZT site, it is unlikely that areas of groundwater within

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: the superficial deposits are hydraulically connected or are part of regional groundwater

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: flow, hence there may be local variations in groundwater levels.

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: It is anticipated that there is a low risk of groundwater emergence on the ground surface.

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: Groundwater flooding to the site may need to be considered if remediation works entail

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: Within the underlying Redcar mudstone, groundwater input is likely from direct recharge

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:36:2.6.5.4 Groundwater

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:36: There is a residual risk of groundwater flooding throughout the Teesworks site.

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:36: Groundwater flooding to the site may need to be considered if remediation works entail

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:37: There is a residual risk of groundwater flooding throughout the site however, this is

R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:37: can seep into groundwater.

R-2021-1048-FFM-Appendix9 - waters.pdf:1:9. ANALYSIS CERTIFICATES, GROUNDWATER AND SURFACE

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:18: limited amounts of groundwater due

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:19:The site is not located with a Groundwater Source Protection Zone (SPZ).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:19:There are no groundwater abstraction licenses on the site or within 500m.

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:22:Groundwater was interpreted to be flowing to the north/northeast. Chemical analysis recorded exceedances

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 of concentrations in groundwater noted exceedances of water quality standards which were

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:25:The site is not located within a groundwater source protection zone, and due to the industrial history of the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:25:area there is little/no possibility that groundwater will be abstracted for potable use.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:26: Members of groundwater which

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:26: Made Ground history. Unknown depth to groundwater or

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:26: groundwater body discounted.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:27: groundwater body and lateral pathway (ponds) However, the risks

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:29:4. All work carried out in preparing this report has used, and is based on, Arcadis’ 12. Unless otherwise stated, samples from the Site (soil, groundwater, building

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:39:58 5.3 Groundwater vulnerability Identified (within 50m)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:39:59 5.4 Groundwater vulnerability- soluble rock risk None (within 0m)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:39:60 5.5 Groundwater vulnerability- local information None (within 0m)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:39:61 5.6 Groundwater abstractions 0 0 0 0 0

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:40:65 6.5 WFD Groundwater bodies 1 - - - -

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:40:Page Section Groundwater flooding

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:40:71 9.1 Groundwater flooding Low (within 50m)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:90:Aquifer status of groundwater held within superficial geology.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:92:Aquifer status of groundwater held within bedrock geology.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:92: groundwater due to localised features such as fissures, thin permeablehorizons and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:94: Groundwater vulnerability

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:94:5.3 Groundwater vulnerability

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:94:An assessment of the vulnerability of groundwater to a pollutant discharged at ground level based on the

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: High - Areas able to easily transmit pollution to groundwater. They are likely to be characterised by high

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:94:Features are displayed on the Groundwater vulnerability map on page 58

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:95:5.4 Groundwater vulnerability- soluble rock risk

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:96:5.5 Groundwater vulnerability- local information

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:96:groundwater team through the Environment Agency National Customer Call Centre on 03798 506 506 or by

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:97:5.6 Groundwater abstractions

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:97:Licensed groundwater abstractions for sites extracting more than 20 cubic metres of water a day and includes

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:98:Source Protection Zones in the confined aquifer define the sensitivity around a deep groundwater abstraction

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:99: WFD Groundwater body boundaries

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:100:coastal waters and groundwater through river basin-level management planning. In terms of surface water,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:101:6.5 WFD Groundwater bodies

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:101:Groundwater bodies are also covered by the Directive and the same regime of objectives and reporting

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:101:Explorer to find out more about each groundwater body listed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:102:Records of historic flooding from rivers, the sea, groundwater and surface water. Records began in 1946 when

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:107: 9 Groundwater flooding

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:107:9.1 Groundwater flooding

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:107:Groundwater flooding is caused by unusually high groundwater levels. It occurs when the water table rises

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:107:above the ground surface or within underground structures such as basements or cellars. Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:107:Features are displayed on the Groundwater flooding map on page 71

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:155:peat and may compress if loaded by overlying structures, or if the groundwater level changes, potentially

R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:2:(groundwater, surface water, flora, fauna, etc) or to acute risks to health. To date, guideline values have

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:3:step in the determination of the potential significance of ground and groundwater chemistry. Where

R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:GROUNDWATER AND SURFACE WATER

R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:and groundwater in order to protect water resources (Ref 7 ). This outlines the different levels or

R-2021-1048-FFM-Appendix5 - Screening criteria.pdf:3:For the Tier 1 assessment leachate and groundwater concentrations have been compared with the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:5: Groundwater Management ……………………………………………………………………………………… 22

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:10:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:13:Groundwater flow was noted to be towards the north within the Tidal Flat Deposits and the northeast

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:13:of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till. In

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:14: Geology Aquifer Classification Groundwater flow

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:14:predominantly rainwater fed with little influence from tidal variation and groundwater.”

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:14:to be a significant pathway between the ponds and on site groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:14:groundwater sampling. A potential data gap has been identified in the vicinity of the former blast furnace

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:16:ammonia, sulphate, pH. On-Site Groundwater Source

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:16: Off-Site Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:17: due to changes in loading or groundwater regime;

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:22:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:23:• Manage perched and confined groundwater within the Made Ground encountered during

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28: Groundwater Management

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:Groundwater and accumulated water are anticipated to be encountered within excavations and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:4.3.7.1 Removal of NAPL on Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:to expose the groundwater table and identify if it is impacted by the above material and if groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:30: groundwater as far as is reasonably groundwater or accumulated water as far

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:36: • Laboratory analysis of recovered groundwater / treated groundwater to support off-site

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:40:ammonia, sulphate, pH. On-Site Groundwater Source

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:40: Off-Site Groundwater

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: Groundwater is typically resting within the Made Ground on-Site, with groundwater in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:5: Made Ground likely to be in hydraulic continuity with groundwater in the underlying

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:5: aquitard between the overlying granular superficial deposits and bedrock. Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:5: of the Site, albeit this is unlikely to be in hydraulic continuity with groundwater beneath the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:5: Sources Diffuse groundwater contaminants found throughout the Site associated with Made Ground

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:5: concentrations of these compounds were associated with groundwater collected from the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:6: The pathways modelled comprised lateral migration in groundwater through the Tidal Flat

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:6: groundwater was not modelled on the basis that dissolved phase CoC were considered to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:6: provide a good indication of the potential risks, given that groundwater is relatively shallow

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:6: Groundwater associated with the designated aquifers underlying the Site (primarily the Tidal

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:6: Receptors industrial history of the Site and its surroundings, the brackish nature of groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:6: identified in the north of the Site, the absence of potable groundwater abstractions in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Table A Groundwater Elevations: 13 November 2017 and 9 August 2021 ………………………………………… 16

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Table B Difference in Groundwater Elevations in Dual Screened Monitoring Wells …………………………. 16

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Table C Calculated Salinity of Groundwater …………………………………………………………………………………… 20

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Table G Summary of Contaminants Exceeding Water Quality Standards in Groundwater……………….. 36

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Table I Summary of Exceedances of Water Resource SSAC in Groundwater ………………………………….. 54

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Table 2 Comparison of Measured Concentrations of CoC in Groundwater with SSAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Figure 6 Groundwater Contour Plan

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:9:Figure 8 Distribution of Dissolved Phase Total TPH in Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:10: Groundwater Elevation Data

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 Groundwater 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:• 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: between groundwater and a pond identified to the north of the Site (AECOM 2021a).

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:18:(corridor pipeline), given that this could form a potential pathway for lateral migration of groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:18:Additionally, groundwater contour plots of six monitoring visits from December 2017 to November 2021 have

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:18:been produced and are presented as Figures 6a to 6f. Groundwater contour plots have been created for dates

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:18:2.4.1 Groundwater Elevation

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:18:The depth to groundwater, groundwater elevation, lithology screened and unit within which groundwater was

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:18:A comprehensive table presenting the full groundwater elevation dataset collected between October 2017 and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:18:November 2021 and a summary of the groundwater elevation data per well is presented in Appendix D Table 1

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:19:Table A Groundwater Elevations: 13 November 2017 and 9 August 2021

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:19: Monitoring Well Water Depth (m Water Level (m Lithology groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:19:given observed changes in groundwater elevations beneath the Site over time.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:19:Table B Difference in Groundwater Elevations in Dual Screened Monitoring Wells

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:20:within the same dual well installation. Groundwater within the Made Ground is likely to be in continuity with

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:20:groundwater within the underlying Tidal Flat Deposits based on the small head difference typically observed,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:20:variability in the head difference observed could be in part due rainfall events, where groundwater in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:20:line with the findings reported above, although the average groundwater level within the Mudstone was

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:20:consistently higher than that of the average groundwater level within the tidal sands at each location (rather

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:21:2.4.2 Groundwater Flow Direction

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:21:Review of groundwater elevation data collected on 13 November 2017 for the S1 and S2 series well which

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:21:Groundwater elevation data collected on 9 August 2021 for the MS series monitoring well (and including off-

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:21:groundwater elevations in LF\BH02, which were consistently higher than the closest on-Site monitoring well

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:21:monitored (MS\BH02). It is noted that spot groundwater gauging data did not include LF\BH02, which is located

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:21:spot groundwater gauging, with elevations consistently lower than those observed on-Site.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:21:Review of the groundwater elevation data collected on 9 August 2021 for monitoring wells screening the bedrock

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:22:groundwater flow (or the yields likely required for a viable abstraction).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:22:measured in the groundwater samples collected assuming all chloride resulted from sodium chloride (NaCl). It

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:22:and used to determine whether the groundwater underlying the Site was likely to be saline, brackish or fresh.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:23:Table C Calculated Salinity of Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:23:of the groundwater elevations across the monitoring period indicated no tidal influence was present. This is

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:23:Tidal Flat Deposits. Review of the groundwater elevations monitored across a period of nearly 4 months

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:24:Section 2.4.4 concluded that groundwater underlying the Site may be brackish. As stated in Section 2.4.4, this

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:24:The Site is not located within a groundwater Source Protection Zone (SPZ).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:24:relationship between Pond 14 and groundwater / coastal waters. This included but was not limited to: a review

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:25: embankments exceed losses from infiltration and evaporation. No influence from groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:25: not very permeable in this area and does not support significant volumes of groundwater.”

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:25:Based on the above, Arcadis considers that the pond (Pond 14) is unlikely in continuity with groundwater

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:27:on a site plan included as Figure 7. The distribution of dissolved phase total TPH measured in groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:27:during the most recent groundwater sampling undertaken at each location is presented as Figure 8.

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:28:considered unlikely to be in hydraulic continuity with groundwater, and as such, is not considered a potential

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:28:protected land immediately adjacent to the northern Site boundary, impacted groundwater would need to be

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:28:In addition to surface water, groundwater within the underlying superficial deposits (primarily Tidal Flat Deposits,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:28:designation) is also considered a potential receptor. Groundwater within bedrock beneath the Site is considered

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29: impacts towards the surface of groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:• Lateral migration of potentially impacted groundwater towards the identified water resource receptors.

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:• Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:• Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration

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:29:• Lateral migration off contaminants in groundwater associated with potential off-Site sources (Made Ground

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:• Lateral migration of contaminated groundwater associated with off-Site sources on to Site in relation to the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:31:• The most recent groundwater data collected in 2018 and 2021 (AEG 2018, 2021 and AEG 2022) from on

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:31:B. (2) Vapour inhalation of indoor or outdoor air from contaminated groundwater (potential CoC include

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:4.2.3 Selection of Groundwater Inhalation GAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:The inhalation GAC are listed against maximum recorded groundwater concentrations in Appendix I.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:4.2.4 Inhalation from Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:Contaminants of concern in groundwater samples were screened against inhalation GAC (where applicable)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:that are protective of human health via an inhalation from groundwater pathway (potential pollutant linkage B

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:A summary of the 72No. groundwater samples obtained from 37No. monitoring wells beneath the Site are listed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:35:Based on the above, the risk to human health from measured concentrations of CoC in groundwater is not

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:None of the volatile contaminants of concern recorded in groundwater exceeded GAC for potential inhalation

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:E. Leaching of CoC from Made Ground to groundwater in superficial deposits and subsequent lateral

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:G. Horizontal migration of contaminants in groundwater on to Site

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:H. Migration of CoC in groundwater into off-site surface water features (the North Sea), with the North Sea

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:Concentrations of CoC in groundwater samples collected from the Made Ground, superficial deposits and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:bedrock have been compared to Water Quality Standards (WQS). On the basis that groundwater beneath the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:to 1970s), it is considered that measured concentrations of CoC in groundwater are reflective of equilibrium

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:36:conditions i.e. groundwater quality is suitable to assessing the potential risks from linkages E to H. However,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:38:4.3.2 Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:38:The maximum measured concentrations of CoC in groundwater samples collected in 2004 (Enviros 2004), 2018

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:39:The results of groundwater monitoring of off-Site well LF\BH01 (installed and sampled in 2021), which is located

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:39:Table G Summary of Contaminants Exceeding Water Quality Standards in Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:41:* Maximum measured is grab sample from trial pit. May not represent groundwater concentrations and 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:to be present, contaminants must first partition into groundwater. As such, measured concentrations of CoC in R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:43:groundwater are considered to best represent the potential risk to water resources. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:46:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons, PAH, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:46:groundwater monitoring events undertaken in 2004, 2018 or 2021 (Enviros 2004, AEG 2018 and AEG 2022). R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:48:5.3.3 Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:48:on-Site groundwater samples analysed. The range in the majority of metal concentrations and sulphate R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:48:• Iron, where the highest concentration of 4,500µg/l (MS\BH12) was measured in groundwater collected from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:48: was measured in groundwater collected from a monitoring well screening the Made Ground in the north of R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:48: the Site, in the vicinity of the iron ponds. Concentrations in groundwater within the 18No. remaining samples R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:48: measured in groundwater. Like S2-BHA04S, MS\BH03 is located in the north of the site, in the vicinity of the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:48:• Manganese, where the highest concentration of 1,400µg/l (S2-BHA05) was measured in groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49: Manganese was tested for in 13No. locations. The highest concentrations in groundwater appear to loosely R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49: (S2-BHA04S) was measured in groundwater collected from a monitoring well screening the Made Ground R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49: in the north of the Site, in the vicinity of the iron ponds. Concentrations in the remaining groundwater samples R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49: with monitoring wells screening the Made Ground. Concentrations in groundwater within the remaining R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:which they are present, the cation or anion capacity of the underlying geology alongside the pH of groundwater. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:groundwater beneath the Site and in off-Site hydraulically down gradient monitoring well LF\BH01 is typically R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:9.5) for monitoring wells screening bedrock. The presence of alkaline conditions in groundwater is in line with R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:likely that the pH encountered in groundwater beneath the Site is influencing the observed distribution of R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:dissolved phase metals in groundwater beneath the Site. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:present in groundwater beneath the Site as a result of a diffuse Made Ground source, it is plausible that the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:portion of the Site is unclear, particularly given that iron in groundwater sampled from the same location from a R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:superficial deposits (21 of the 31No. groundwater samples analysed, including within off-Site monitoring well R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:LF\BH01 at a concentration of 100µg/l) and bedrock (10 of the 15No. groundwater samples analysed including R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:49:thiocyanate were generally associated with groundwater samples collected from monitoring wells screening R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:Ammoniacal nitrogen was measured above the laboratory MDL in all 69No. groundwater samples analysed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:discernible link to on-Site sources. Concentrations within groundwater within the superficial deposits ranged R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:concentrations also measured in off-Site well LF\BH01. Concentrations within groundwater within the bedrock R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:concentrations (>1mg/l) of ammoniacal nitrogen in groundwater sampled from wells screening the bedrock were R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:Sum TPH (C5-C35) was measured above the laboratory MDL in 33 of the 78 groundwater samples analysed, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:groundwater ingress in trial pit MS\TP06, and it is likely that given the nature of the sample (grab sample) that R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:• 24No. (of 28) groundwater samples collected from monitoring wells screening Made Ground, with detections R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:• 30No. (of 34) groundwater samples collected from monitoring wells screening superficial deposits. Sum R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:• 14No. (of 16) groundwater samples collected from monitoring wells screening bedrock, including off-Site R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:50:which comprised solely aliphatic and aromatic C5-C10, with groundwater collected from MS\BH12D (also R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:with measured concentrations of sum TPH in groundwater from either the Made Ground of superficial deposits. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:PAHs were detected above the laboratory MDL in the majority of groundwater samples analysed, including R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:superficial deposits (11 of the 24No. groundwater samples analysed) and bedrock (5 of the 9No. samples R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:analysed). The highest concentrations of sum PAH were associated with groundwater samples collected from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:Within groundwater, a similar observation is made; concentrations appear relatively widespread across the Site, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:the distribution in groundwater is likely to be influenced by the generally alkaline pH identified in groundwater. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51:The following compounds were potentially identified as being present in groundwater as a result of a localised R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:51: measured in groundwater collected from the north of the Site in the vicinity of the iron ponds, tar and R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:• Elevated zinc in groundwater collected from monitoring wells in the eastern portion of the Site in the steel R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52: plant footprint, albeit zinc was measured above the MDL in groundwater across the Site R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:• TPH, which were detected sporadically in groundwater and generally at relatively low concentrations, with R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:In general, concentrations in groundwater were highest in monitoring wells screening the Made Ground, with R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:There are however exceptions, such as TPH; while the highest concentration of sum TPH in groundwater is R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:groundwater collected from the bedrock aquifer. The signature of the TPH in the bedrock aquifer differs 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:On the basis that groundwater across the Site has been identified at relatively shallow depths, the generally R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:groundwater will have reached equilibrium conditions. As such, measured concentrations of CoC in groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:It is noted that CoC have been measured in groundwater collected from the bedrock aquifer. However, on the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:52:groundwater within the Made Ground as a source is considered to provide a more conservative evaluation of R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:53:Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:53:Groundwater has been primarily identified resting within the Made Ground beneath the Site, although was R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:53:off-Site monitoring well LF\BH01. Groundwater within the superficial Tidal Flat Deposits beneath the Site and R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:53:the likely brackish nature of the underlying groundwater (superficial deposits are indicated to be brackish in the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:53:northern portion of the Site based on analytical testing), groundwater abstraction for potable water is unlikely to R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:53:Groundwater within the Made Ground is not considered as a receptor in the absence of an aquifer classifications R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:53:measured concentrations of CoC in groundwater beneath the Site given the depth to water encountered and R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:53:that exposure to potentially impacted groundwater is unlikely to occur. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:54:albeit groundwater is resting in a limited number of locations at the interface of the Tidal Flat Deposits and Made R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:54:Site, and located approximately 150m away), where groundwater was resting within the Tidal Flat Deposits. As R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:54:of the Made Ground is sufficient to intercept groundwater, it is considered unlikely that a continuous pathway to R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:54:impacted groundwater towards the identified water resource and ecological receptors. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:55: Groundwater and gradient direction) were adopted more distant compliance point of up to 250m may be R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:55: Groundwater was resting in the Tidal Flat Deposits in R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:55: approximately 225m north of the Site, groundwater was R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:56:phases, given that groundwater is shallow and the relatively granular nature of the underlying aquifer. However, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:56:For groundwater, the SSAC have been compared to the theoretical solubility. Where the SSAC exceeds the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:57:The measured concentrations of CoC in groundwater collected to date in 2018 and 2021 (AEG 2018 and 2021) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:57:3No. groundwater samples collected in 2004 have been included in the comparison to provide Site coverage R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:57:concentrations of CoC in groundwater from LF\BH01 may be present as a result of lateral migration of CoC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:57:Table I Summary of Exceedances of Water Resource SSAC in Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:59:* Grab sample from a trial pit, in which a sheen on groundwater was noted. As such, the measured

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:59:on 200m. Further, it is noted that the Site is not located within an SPZ, with no groundwater abstractions in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:59:vicinity. As discussed, groundwater beneath the Site and hydraulically down gradient is considered to be of

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:59:• Groundwater within the superficial deposits in the north of the Site is brackish;

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:61: concentration in groundwater of 2,700mg/l. On the basis that the maximum measured concentrations are

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:61: equivalent to that of seawater (to which groundwater will discharge), and that the land beneath the Site has

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:62:• The Site is not located within an SPZ and there are no groundwater abstractions in the vicinity;

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:62:• Groundwater associated with the superficial deposits in the north of the Site is brackish, precluding the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:62:• The land to the north is ecologically protected, with future groundwater abstraction in this area unlikely.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:62:inorganics in groundwater (such as pH and anion exchange capacity), that a reduced compliance point distance

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:Environment Agency, 1999. The Fuel Additive MTBE – a Groundwater Protection Issue. National Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:64:Environment Agency, 2009c. Petroleum Hydrocarbons in Groundwater: Supplementary Guidance for

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:64:Environment Agency, 2017. Groundwater Protection – Land contamination groundwater compliance points:

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:65:McWorter, D.B., and Sunada, D.K., 1977. Groundwater Hydrology and Hydraulics, Ft. Collins.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:67: (SSSI, RAMSAR&SPA)- INFERRED GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:74: GROUNDWATER CONTOUR

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:74: A GROUNDWATER CONTOUR PLAN

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:75: GROUNDWATER CONTOUR

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:75: A GROUNDWATER CONTOUR PLAN

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:76: 12AB2 GROUNDWATER CONTOUR

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:76: A GROUNDWATER CONTOUR PLAN

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:77: 12AB2 GROUNDWATER CONTOUR

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:77: A GROUNDWATER CONTOUR PLAN

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:78: 12AB2 GROUNDWATER CONTOUR

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:78: @ MS\BH17D GROUNDWATER CONTOUR PLAN

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:79: GROUNDWATER CONTOUR

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:79: A GROUNDWATER CONTOUR PLAN

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:81: Groundwater 2017-2021 - Superficial Deposits

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:82: Groundwater 2021 - Bedrock

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:83:GLACIOLACUSTINE DEPOSITS AQUIFER SLIGHTLY GRAVELLY MIGRATION OF GROUNDWATER IS ANTICIPATED TO

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:83: GROUNDWATER FLOW DIRECTION

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:86:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:88: groundwater, building fabric or other samples) have not been

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:Information Summarised: Exploratory Hole Location Plan, Trial Pit Logs, Borehole Logs, Groundwater

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:Groundwater Summary

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:91: 3. Groundwater sampling results and certificates presented in Appendix 9 of the report

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:91: 5. Groundwater analytical results screened to current risk based criteria as part of the Appendix I

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:91: 6. Groundwater Elevation from Table 6 of the report is reproduced below, relevent wells are highlighted

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:125: Groundwater Contour

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:125: 15-A-B1 Direction of Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:125: GROUNDWATER FLOW DIRECTION

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:127:Groundwater Summary

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:133: From 3.2m: Groundwater in flow, Slightly discoloured.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:180: TP Terminated at 2.4m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:182: TP Terminated at 1.9m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:184: TP Terminated at 2.5m due to groundwater - fast inflow

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:187: TP Terminated at 2.2m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:191: 3.40 ES TP Terminated at 3.6m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:191: TP Terminated at 3.6m due to groundwater 4

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:197: TP Terminated at 2.9m due to groundwater and collapsing

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:198: TP Terminated at 2.9m due to groundwater and collapsing

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:200: TP Terminated at 2.3m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:201: TP Terminated at 2.2m due to groundwater - fast inflow from 2m

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:204: From 3.0m: Hydrocarbon odour. Example taken. No groundwater 3

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:206: From 4.0m: Groundwater settled after 10 mins at 4.0m. 4

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:222: TP Terminated at 3.6m due to groundwater 1

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:226: TP Terminated at 3.8m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:229: TP Terminated at 4.1m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:232: TP Terminated at 4m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:234: TP Terminated at 3.7m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:238: TP Terminated at 2.4m due to groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:292:Groundwater Summary

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:292: 2. Groundwater analytical results screened to current risk based criteria as part of the Appendix I

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:292: 3. Summary of groundwater elevetion monitoring and analysis is presented Appendix D.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:296: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:296: No groundwater inflow observed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:299: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:299: No groundwater inflow observed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:302: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:302: No groundwater inflow observed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:306: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:306: No groundwater inflow observed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:371: TIDAL GROUNDWATER MONITORING

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:372: TIDAL GROUNDWATER MONITORING

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:373: TIDAL GROUNDWATER MONITORING

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:374: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:374: No groundwater inflow observed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:394:Groundwater Summary

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:394: 2. Groundwater analytical results screened to current risk based criteria in Appendix I

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:394: 3. Summary of groundwater elevetion monitoring and analysis is presented in Appendix D

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:398: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:398: No groundwater inflow observed. Damp between 3.50-4.50m.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:401: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:401: No groundwater inflow observed. Damp between 2.00-4.50m BGL.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:404: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:404: No groundwater inflow observed. Damp between 3.00-4.50m BGL.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:407: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:410: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:413: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:413: No groundwater inflow observed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:416: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:419: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:422: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:422: No groundwater inflow observed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:426: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:426: No groundwater inflow observed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:431: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:434: PLAN GROUNDWATER

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:434: No groundwater inflow observed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:730: Note: VWP-MSBH10 (CH4) data is not plotted due to groundwater level being periodically above VWP tip - see data ta

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:732: Note: VWP-MSBH06 (CH4) data is not plotted due to groundwater level above VWP tip - see data table for further infor

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:772: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:772: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:772: LF\BH01 Groundwater LF\BH01 Temperature

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:773: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:773: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:773: MS\BH03 Groundwater MS\BH03 Temperature

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:774: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:774: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:774: MS\BH05 Groundwater MS\BH05 Temperature

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:775: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:775: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:775: MS\BH07 Groundwater MS\BH07 Temperature

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:776: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:776: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:776: MS\BH12 Groundwater MS\BH12 Temperature

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:777: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:777: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:777: MS\BH13 Groundwater MS\BH13 Temperature

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:778: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:778: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:778: MS\BH14 Groundwater MS\BH14 Temperature

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:779: GROUNDWATER MONITORING DATA

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:783:Groundwater Elevation Data

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:783:Groundwater Elevation Data

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:784: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:785: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:786: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:787: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:788: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:789: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:790: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:791: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:792: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:793: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:793: LF' Series boreholes are offsite, however, have been included here as part of the groundwater elevation studies asa point between the site and the estuary.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:794: Appendix D, Table 2: Summary of Groundwater Elevation Data Per Well

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:794:LF Series LF' Series boreholes are offsite, however, have been included here as part of the groundwater elevation studies as a point between the site and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:803:Appendix E - Schedule of Analysis (Groundwater)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:809: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:809:Soil, Leachate and Groundwater Data (Enviros 2004, AEG 2018 and AEG

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:824:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:827:Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:827:Groundwater with GAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:828:Appendix I - Table 1: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:828:* Only compounds measured above the laboratory Method Detection Limit during groundwater monitoring in 2004 (Enviros 2004), 2018 (AEG 2018) and 2021 (AEG 2021) are included here. Analytical testing suites comprised metals and inorganics, Total Petroleum

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:828: or in any of the 15 leachate samples analysed. With the exception of three detections of hexavalent chromium in groundwater from monitoring wells screening the bedrock aquifer, hexavalent chromium was not detected in the remaining 47 groundwater samples

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:828:NVP No vapour pathway. Contaminant has only a low vapour pressure in groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:829:Appendix I - Table 1: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:829:* Only compounds measured above the laboratory Method Detection Limit during groundwater monitoring in 2004 (Enviros 2004), 2018 (AEG 2018) and 2021 (AEG 2021) are included here. Analytical testing suites comprised metals and inorganics, Total Petroleum

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:829: or in any of the 15 leachate samples analysed. With the exception of three detections of hexavalent chromium in groundwater from monitoring wells screening the bedrock aquifer, hexavalent chromium was not detected in the remaining 47 groundwater samples

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:829:NVP No vapour pathway. Contaminant has only a low vapour pressure in groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:830:Appendix I - Table 2: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:830:* Only compounds measured above the laboratory Method Detection Limit during groundwater monitoring of dual installed off-Site monitoring well LF\BH01 included, with monitoring undertaken in 2021 (AEG 2021). Analytical testing suites

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:830:* Hexavalent chromium was detected in groundwater from one and five groundwater samples collected from monitoring wells screening the superficial and bedrock aquifer, respectively (considering not only LF\BH01 but also on-Site wells). 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:830:NVP No vapour pathway. Contaminant has only a low vapour pressure in groundwater. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:831:Appendix I - Table 3: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:831:5 Benzene was detected in 5 of 72 samples analysed (including on-Site wells and off-Site well LF\BH01) with the highest concentration of 58µg/l measured in groundwater collected from MS\BH03D (screening bedrock and located in the northeast of the Site, with the compounds 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:831: significant concentrations within groundwater collected from monitoring wells screening Made Ground or superficial deposits (which are in part considered to provide a barrier to the vertical migration of CoC downwards due to their cohesive nature) is suggestive of a potential off-Site R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:831:8 Monohydric phenols represents a group of compounds including phenol, methyl phenols and xylenols. The WQS presented is based on the EQS for phenol, with none of the measured concentrations of phenol in groundwater sampled from beneath the Site in excess of the EQS. 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: Hydraulic gradient was calculated using site specific groundwater elevation data gathered during groundwater monitoring R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842:Hydraulic Conductivity Level 3 Groundwater Sensitivity Testing - Hydraulic Gradient R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842: Groundwater 10000 Hydraulic Gradient R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842:(m/day) Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842: SSAC (µg/l) (-) Groundwater 1400 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842:Effective Porosity (-) Level 3 Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842: Groundwater Organic Carbon (-) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842:Groundwater 800 SSAC (µg/l) 245.0000 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842: SSAC (µg/l) Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:842: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:843: The average groundwater elevation within the off-Site well LF\BH01 (screening Tidal Flat Deposits) of 2.7m AOD (based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:843:Aquifer Bulk Density 250.000 Level 3 Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:843: 3 Groundwater Thickness (m) 245 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:843:(g/cm ) Groundwater 245.000 SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:843: SSAC (µg/l) Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:843: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:843: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:845:Width of groundwater source area (m) 650 Site data (approximate width of Site) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:847:soils and/or groundwater. 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:847: ConSim v.2.5 Contamination Impact on Groundwater: Simulation by Monte Carlo Method, version R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:847: such, is a useful tool for sites where groundwater is present at a considerable depth. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:851:• Groundwater remedial target exceeds the theoretical solubility concentration (source: TPHCWG, 1995). R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:852:• Groundwater remedial target exceeds the theoretical solubility concentration (source: TPHCWG, 1995). R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:853: Level 3 - Groundwater See Note 0 Calculate for ionic organic chemicals (acids) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:853: Initial contaminant concentration in groundwater at plume core C0 1.00E+00 mg/l 0 10 20 30 40 50 60 15.0 2.41E-01 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:853: Distance (lateral) to compliance point perpendicular to flow direction z 0.00E+00 m Vertical dispersivity ay 1.00E-99 5.00E-02 2.98E-02 This sheet calculates the Level 3 remedial target for groundwater, based on the distance 42.5 1.77E-02 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:853: 0 Time since pollutant entered groundwater t 9.00E+99 days time variant options only For calculated value, assumes ax = 0.1 *x, az = 0.01 * x, ay = 0.001 * x solution methods are included, the preferred option is Ogata Banks. 47.5 1.10E-02 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:853: Longitudinal dispersivity ax 5.00E+00 m see options The measured groundwater concentration should be compared R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:853: Groundwater flow velocity v 1.65E-02 m/d degradation such as oxidation by O2, NO3, SO4 etc than an alternative solution should R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:853: Remedial Target 2.31E-01 mg/l For comparison with measured groundwater concentration. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:854: Level 3 - Groundwater See Note 0 Calculate for ionic organic chemicals (acids) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:854: Initial contaminant concentration in groundwater at plume core C0 1.00E+00 mg/l 00 1050 20 100 30 150 40 200 50 250 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:854: Distance (lateral) to compliance point perpendicular to flow direction z 0.00E+00 m Vertical dispersivity ay 1.00E-99 2.00E-01 6.21E-02 This sheet calculates the Level 3 remedial target for groundwater, based on the distance 170.0 2.50E-05 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:854: 0 Time since pollutant entered groundwater t 9.00E+99 days time variant options only For calculated value, assumes ax = 0.1 *x, az = 0.01 * x, ay = 0.001 * x solution methods are included, the preferred option is Ogata Banks. 190.0 7.19E-06 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:854: Longitudinal dispersivity ax 2.00E+01 m see options The measured groundwater concentration should be compared R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:854: Groundwater flow velocity v 1.65E-02 m/d such as oxidation by O2, NO3, SO4 etc than an alternative solution should be used R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:854: Remedial Target 5.19E+02 mg/l For comparison with measured groundwater concentration. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:3: 3.7 Groundwater …………………………………………………………………………………………………… 8 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:4: Groundwater Observation Made at the Time of Siteworks 4 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:4: Groundwater Monitoring Results 5 R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:6:The site works were commissioned in order to assess the current ground and groundwater conditions on the R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:6:provide information on the subsurface ground and groundwater conditions as well as to obtain samples for R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:6:  Installation of gas/groundwater monitoring instrumentation. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:6:  During site works and post site works gas/groundwater monitoring. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:8:groundwater encountered, samples taken and in-situ testing carried out together with any other relevant R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:10:3.7 Groundwater R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:10:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:10:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:10:consequence there is a possibility that this could have masked the discrete ingress of natural groundwater R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:10:Groundwater was encountered in a number of boreholes and trial pits during the site works operation. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:10:Where groundwater observations were made details are given on the relevant Borehole and Trial Pit Record R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:10:and in greater detail (collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:10:Made at the Time of Site Works. Standing groundwater levels were also recorded in the majority of R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:11:Instruments were monitored for gas and/or groundwater both during site works and after the completion of R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:11:Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure 6 (Gas Monitoring Results). R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:11:to provide continuous groundwater monitoring in order to check whether any of the boreholes are tidally R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:17:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:17:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:19:Groundwater R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:169: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:169: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:172: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:172: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:175: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:175: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:178: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:178: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:181: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:181: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:185: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:188: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:188: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:192: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:192: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:196: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:200: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:200: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:203: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:203: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:207: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:207: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:210: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:210: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:213: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:213: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:217: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:217: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:220: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:220: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:223: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:223: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:226: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:226: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:229: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:229: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:232: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:232: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:236: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:239: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:239: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:243: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:243: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:247: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:251: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:251: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:254: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:254: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:258: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:258: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:261: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:261: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:264: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:264: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:268: PLAN GROUNDWATER R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:268: No groundwater inflow observed. R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:271:Groundwater Observations Made at the Time of Site Works R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:274:Groundwater Monitoring Results R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:348: TIDAL GROUNDWATER MONITORING R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:349: TIDAL GROUNDWATER MONITORING R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:350: TIDAL GROUNDWATER MONITORING R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:351: TIDAL GROUNDWATER MONITORING R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:352: TIDAL GROUNDWATER MONITORING R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:353: TIDAL GROUNDWATER MONITORING R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:977: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:3: 3.11 Groundwater …………………………………………………………………………………………………..12 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:4: Groundwater Observation Made at the Time of Site Works 5 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:4: Groundwater Monitoring Results 6 R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:6:works were commissioned in order to identify the ground and groundwater conditions, presence/absence of R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:6:investigation at this site in order to provide information on the subsurface ground and groundwater conditions R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:6:  Installation of gas/groundwater monitoring instrumentation. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:6:  During site works gas and groundwater monitoring (including LNAPL/DNAPL detection). R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:6:  Post site works gas, volatile (using a PID detector) and groundwater monitoring with LNAPL/DNAPL R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:8:details of any groundwater encountered, samples taken and in-situ testing carried out together with any other R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14:3.11 Groundwater R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14:consequence there is a possibility that this could have masked the discrete ingress of natural groundwater R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14:Groundwater was encountered in a number of trial pits during the site works operation. Where groundwater R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:14:tabulated format) as Field Data Enclosure 6: Groundwater Observations Made at the Time of Site Works. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15:Instruments were monitored daily during site works for groundwater, using an interface meter to detect the R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15:Enclosure 7 (Groundwater Monitoring Results) and Field Data Enclosure 8 (Gas Monitoring Results). R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15:for gas, volatiles (using a MiniRAE 3000+ Photo-ionisation Detector) and groundwater (using an interface R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:15:site works monitoring groundwater samples were taken from all boreholes using low flow techniques. Water R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:17:instruments in conjunction with the post site work gas and groundwater monitoring visits using a MiniRAE R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:17:Groundwater sampling is scheduled to undertaken from all installations during post site works monitoring in R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:21:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:21:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:23:Groundwater R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:328: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:328: No groundwater inflow observed. Damp between 3.50-4.50m. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:331: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:331: No groundwater inflow observed. Damp between 2.00-4.50m BGL. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:334: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:334: No groundwater inflow observed. Damp between 3.00-4.50m BGL. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:337: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:340: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:343: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:343: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:346: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:349: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:352: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:352: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:356: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:356: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:361: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:364: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:364: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:368: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:368: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:369: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:369: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:370: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:370: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:371: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:371: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:372: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:372: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:373: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:373: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:374: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:374: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:375: PLAN GROUNDWATER R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:375: No groundwater inflow observed. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:376:Groundwater Observations Made at the Time of Site Works R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:377: GROUNDWATER OBSERVATIONS MADE AT THE TIME OF SITE WORKS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:377: (GROUNDWATER SEEPAGES) R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:378:Groundwater Monitoring Results R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:379: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:380: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:381: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:382: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:383: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:384: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:385: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:386: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:387: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:388: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:389: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:390: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:391: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:392: GROUNDWATER MONITORING RESULTS R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:496: Note: VWP-MSBH10 (CH4) data is not plotted due to groundwater level being periodically above VWP tip - see data table for further information. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:498: Note: VWP-MSBH06 (CH4) data is not plotted due to groundwater level above VWP tip - see data table for further information. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:502: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:502: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:502: LF\BH01 Groundwater LF\BH01 Temperature R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:503: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:503: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:503: MS\BH03 Groundwater MS\BH03 Temperature R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:504: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:504: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:504: MS\BH05 Groundwater MS\BH05 Temperature R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:505: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:505: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:505: MS\BH07 Groundwater MS\BH07 Temperature R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:506: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:506: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:506: MS\BH12 Groundwater MS\BH12 Temperature R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:507: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:507: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:507: MS\BH13 Groundwater MS\BH13 Temperature R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:508: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:508: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:508: MS\BH14 Groundwater MS\BH14 Temperature R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:509: GROUNDWATER MONITORING DATA R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1261:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1261:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1270:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1270:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1280:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1280:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1289:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1289:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1298:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1298:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:position of the groundwater table or perched water bodies. Complex groundwater pressure R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1403:groundwater monitoring. For MS/BH06 and MS/BH09 this is based on the groundwater monitoring R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1403:across the site. It has been assumed that groundwater is hydrostatic. Refer to Table 3.1 for test R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1406: Borehole Easting (m) Northing (m) Ground level Groundwater level R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1406: 2. The ground water level is based on groundwater information provided by Allied Exploration & R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1406: Geotechnics Ltd. For MS/BH07 and MS/BH11 this is based on borehole specific groundwater R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1406: monitoring. For MS/BH06 and MS/BH09 this is based on the groundwater monitoring across R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1465: Borehole Easting (m) Northing (m) Ground level Groundwater R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1465: 2. The ground water level is based on groundwater information provided by Allied Exploration & R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1465: Geotechnics Ltd. For MS/BH07 and MS/BH11 this is based on borehole specific groundwater R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1465: monitoring. For MS/BH06 and MS/BH09 this is based on the groundwater monitoring across 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: Groundwater is typically resting within the Made Ground on-Site, with groundwater in the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:5: Made Ground likely to be in hydraulic continuity with groundwater in the underlying R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:5: aquitard between the overlying granular superficial deposits and bedrock. Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:5: of the Site, albeit this is unlikely to be in hydraulic continuity with groundwater beneath the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:5: Sources Diffuse groundwater contaminants found throughout the Site associated with Made Ground R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:5: concentrations of these compounds were associated with groundwater collected from the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:6: The pathways modelled comprised lateral migration in groundwater through the Tidal Flat R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:6: groundwater was not modelled on the basis that dissolved phase CoC were considered to R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:6: provide a good indication of the potential risks, given that groundwater is relatively shallow 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:6: Groundwater associated with the designated aquifers underlying the Site (primarily the Tidal R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:6: Receptors industrial history of the Site and its surroundings, the brackish nature of groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:6: identified in the north of the Site, the absence of potable groundwater abstractions in the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Table A Groundwater Elevations: 13 November 2017 and 9 August 2021 ………………………………………… 17 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Table B Difference in Groundwater Elevations in Dual Screened Monitoring Wells …………………………. 17 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Table C Calculated Salinity of Groundwater …………………………………………………………………………………… 21 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Table G Summary of Contaminants Exceeding Water Quality Standards in Groundwater……………….. 38 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Table I Summary of Exceedances of Water Resource SSAC in Groundwater ………………………………….. 56 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Table 2 Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Figure 6 Groundwater Contour Plan R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:9:Figure 8 Distribution of Dissolved Phase Total TPH in Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:10: Groundwater Elevation Data 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 Groundwater 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: 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: between groundwater and a pond identified to the north of the Site (AECOM 2021a). 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:18:(corridor pipeline), given that this could form a potential pathway for lateral migration of groundwater. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:18:Additionally, groundwater contour plots of six monitoring visits from December 2017 to November 2021 have R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:18:been produced and are presented as Figures 6a to 6f. Groundwater contour plots have been created for dates R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:19:2.4.1 Groundwater Elevation R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:19:The depth to groundwater, groundwater elevation, lithology screened and unit within which groundwater was R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:19:A comprehensive table presenting the full groundwater elevation dataset collected between October 2017 and R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:19:November 2021 and a summary of the groundwater elevation data per well is presented in Appendix D Table 1 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:20:Table A Groundwater Elevations: 13 November 2017 and 9 August 2021 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:20: Monitoring Well Water Depth (m Water Level (m Lithology groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:20:given observed changes in groundwater elevations beneath the Site over time. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:20:Table B Difference in Groundwater Elevations in Dual Screened Monitoring Wells R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:21:within the same dual well installation. Groundwater within the Made Ground is likely to be in continuity with R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:21:groundwater within the underlying Tidal Flat Deposits based on the small head difference typically observed, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:21:variability in the head difference observed could be in part due rainfall events, where groundwater in the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:21:line with the findings reported above, although the average groundwater level within the Mudstone was R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:21:consistently higher than that of the average groundwater level within the tidal sands at each location (rather R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:22:2.4.2 Groundwater Flow Direction R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:22:Review of groundwater elevation data collected on 13 November 2017 for the S1 and S2 series well which R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:22:Groundwater elevation data collected on 9 August 2021 for the MS series monitoring well (and including off- R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:22:groundwater elevations in LF\BH02, which were consistently higher than the closest on-Site monitoring well R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:22:monitored (MS\BH02). It is noted that spot groundwater gauging data did not include LF\BH02, which is located R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:22:spot groundwater gauging, with elevations consistently lower than those observed on-Site. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:22:Review of the groundwater elevation data collected on 9 August 2021 for monitoring wells screening the bedrock R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:23:groundwater flow (or the yields likely required for a viable abstraction). R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:23:measured in the groundwater samples collected assuming all chloride resulted from sodium chloride (NaCl). It R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:23:and used to determine whether the groundwater underlying the Site was likely to be saline, brackish or fresh. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:24:Table C Calculated Salinity of Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:24:of the groundwater elevations across the monitoring period indicated no tidal influence was present. This is R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:24:Tidal Flat Deposits. Review of the groundwater elevations monitored across a period of nearly 4 months R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:25:Section 2.4.4 concluded that groundwater underlying the Site may be brackish. As stated in Section 2.4.4, this R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:25:The Site is not located within a groundwater Source Protection Zone (SPZ). R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:25:relationship between Pond 14 and groundwater / coastal waters. This included but was not limited to: a review R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:26: embankments exceed losses from infiltration and evaporation. No influence from groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:26: not very permeable in this area and does not support significant volumes of groundwater.” R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:26:Based on the above, Arcadis considers that the pond (Pond 14) is unlikely in continuity with groundwater 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:28:included as Appendix G5. The distribution of the maximum dissolved phase total TPH measured in groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:28:sampled from monitoring wells during the most recent groundwater sampling undertaken at each location is 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:30:considered unlikely to be in hydraulic continuity with groundwater, and as such, is not considered a potential R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:30:protected land immediately adjacent to the northern Site boundary, impacted groundwater would need to be R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:30:In addition to surface water, groundwater within the underlying superficial deposits (primarily Tidal Flat Deposits, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:30:designation) is also considered a potential receptor. Groundwater within bedrock beneath the Site is considered R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: impacts towards the surface of groundwater. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: Lateral migration of potentially impacted groundwater towards the identified water resource receptors. 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: Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration 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:31: Lateral migration off contaminants in groundwater associated with potential off-Site sources (Made Ground R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31: Lateral migration of contaminated groundwater associated with off-Site sources such as Made Ground R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:33: The most recent groundwater data collected in 2018 and 2021 (AEG 2018, 2021 and AEG 2022) from on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:33:B. (2) Vapour inhalation of indoor or outdoor air from contaminated groundwater (potential CoC include R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:4.2.3 Selection of Groundwater Inhalation GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:The inhalation GAC are listed against maximum recorded groundwater concentrations in Appendix I. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:4.2.4 Inhalation from Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:Contaminants of concern in groundwater samples were screened against inhalation GAC (where applicable) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:that are protective of human health via an inhalation from groundwater pathway (potential pollutant linkage B R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:A summary of the 72No. groundwater samples obtained from 37No. monitoring wells beneath the Site are listed R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:37:Based on the above, the risk to human health from measured concentrations of CoC in groundwater is not R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:None of the volatile contaminants of concern recorded in groundwater exceeded GAC for potential inhalation R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:E. Leaching of CoC from Made Ground to groundwater in superficial deposits and subsequent lateral R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:G. Horizontal migration of contaminants in groundwater on to Site R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:H. Migration of CoC in groundwater into off-site surface water features (the North Sea), with the North Sea R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:Concentrations of CoC in groundwater samples collected from the Made Ground, superficial deposits and R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:bedrock have been compared to Water Quality Standards (WQS). On the basis that groundwater beneath the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:to 1970s), it is considered that measured concentrations of CoC in groundwater are reflective of equilibrium R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:38:conditions i.e. groundwater quality is suitable to assessing the potential risks from linkages E to H. However, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:40:4.3.2 Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:40:The maximum measured concentrations of CoC in groundwater samples collected in 2004 (Enviros 2004), 2018 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:41:The results of groundwater monitoring of off-Site well LF\BH01 (installed and sampled in 2021), which is located R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:41:Table G Summary of Contaminants Exceeding Water Quality Standards in Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:44:* Maximum measured is grab sample from trial pit. May not represent groundwater concentrations and

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:to be present, contaminants must first partition into groundwater. As such, measured concentrations of CoC in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:45:groundwater are considered to best represent the potential risk to water resources.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:48:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons, PAH,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:48:groundwater monitoring events undertaken in 2004, 2018 or 2021 (Enviros 2004, AEG 2018 and AEG 2022).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:50:5.3.3 Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:50:on-Site groundwater samples analysed. The range in the majority of metal concentrations and sulphate

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:50: Iron, where the highest concentration of 4,500µg/l (MS\BH12) was measured in groundwater collected from

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:50: was measured in groundwater collected from a monitoring well screening the Made Ground in the north of

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:50: the Site, in the vicinity of the iron ponds. Concentrations in groundwater within the 18No. remaining samples

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:50: measured in groundwater. Like S2-BHA04S, MS\BH03 is located in the north of the site, in the vicinity of the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:50: Manganese, where the highest concentration of 1,400µg/l (S2-BHA05) was measured in groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51: Manganese was tested for in 13No. locations. The highest concentrations in groundwater appear to loosely

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51: (S2-BHA04S) was measured in groundwater collected from a monitoring well screening the Made Ground

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51: in the north of the Site, in the vicinity of the iron ponds. Concentrations in the remaining groundwater samples

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51: with monitoring wells screening the Made Ground. Concentrations in groundwater within the remaining

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:which they are present, the cation or anion capacity of the underlying geology alongside the pH of groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:groundwater beneath the Site and in off-Site hydraulically down gradient monitoring well LF\BH01 is typically

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:9.5) for monitoring wells screening bedrock. The presence of alkaline conditions in groundwater is in line with

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:likely that the pH encountered in groundwater beneath the Site is influencing the observed distribution of

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:dissolved phase metals in groundwater beneath the Site.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:present in groundwater beneath the Site as a result of a diffuse Made Ground source, it is plausible that the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:portion of the Site is unclear, particularly given that iron in groundwater sampled from the same location from a

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:superficial deposits (21 of the 31No. groundwater samples analysed, including within off-Site monitoring well

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:LF\BH01 at a concentration of 100µg/l) and bedrock (10 of the 15No. groundwater samples analysed including

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:51:thiocyanate were generally associated with groundwater samples collected from monitoring wells screening

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52:Ammoniacal nitrogen was measured above the laboratory MDL in all 69No. groundwater samples analysed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52:discernible link to on-Site sources. Concentrations within groundwater within the superficial deposits ranged

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52:concentrations also measured in off-Site well LF\BH01. Concentrations within groundwater within the bedrock

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52:concentrations (>1mg/l) of ammoniacal nitrogen in groundwater sampled from wells screening the bedrock were

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52:Sum TPH (C5-C35) was measured above the laboratory MDL in 33 of the 78 groundwater samples analysed,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52:groundwater ingress in trial pit MS\TP06, and it is likely that given the nature of the sample (grab sample) that

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52: 24No. (of 28) groundwater samples collected from monitoring wells screening Made Ground, with detections

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52: 30No. (of 34) groundwater samples collected from monitoring wells screening superficial deposits. Sum

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52: 14No. (of 16) groundwater samples collected from monitoring wells screening bedrock, including off-Site

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:52:which comprised solely aliphatic and aromatic C5-C10, with groundwater collected from MS\BH12D (also

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:with measured concentrations of sum TPH in groundwater from either the Made Ground of superficial deposits.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:PAHs were detected above the laboratory MDL in the majority of groundwater samples analysed, including

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:superficial deposits (11 of the 24No. groundwater samples analysed) and bedrock (5 of the 9No. samples

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:analysed). The highest concentrations of sum PAH were associated with groundwater samples collected from

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:Within groundwater, a similar observation is made; concentrations appear relatively widespread across the Site,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:the distribution in groundwater is likely to be influenced by the generally alkaline pH identified in groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53:The following compounds were potentially identified as being present in groundwater as a result of a localised

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:53: measured in groundwater collected from the north of the Site in the vicinity of the iron ponds, tar and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54: Elevated zinc in groundwater collected from monitoring wells in the eastern portion of the Site in the steel

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54: plant footprint, albeit zinc was measured above the MDL in groundwater across the Site

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54: TPH, which were detected sporadically in groundwater and generally at relatively low concentrations, with

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54:In general, concentrations in groundwater were highest in monitoring wells screening the Made Ground, with

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54:There are however exceptions, such as TPH; while the highest concentration of sum TPH in groundwater is

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54:groundwater collected from the bedrock aquifer. The signature of the TPH in the bedrock aquifer differs

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:On the basis that groundwater across the Site has been identified at relatively shallow depths, the generally

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54:groundwater will have reached equilibrium conditions. As such, measured concentrations of CoC in groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54:It is noted that CoC have been measured in groundwater collected from the bedrock aquifer. However, on the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:54:groundwater within the Made Ground as a source is considered to provide a more conservative evaluation of

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:55:Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:55:Groundwater has been primarily identified resting within the Made Ground beneath the Site, although was

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:55:off-Site monitoring well LF\BH01. Groundwater within the superficial Tidal Flat Deposits beneath the Site and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:55:the likely brackish nature of the underlying groundwater (superficial deposits are indicated to be brackish in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:55:northern portion of the Site based on analytical testing), groundwater abstraction for potable water is unlikely to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:55:Groundwater within the Made Ground is not considered as a receptor in the absence of an aquifer classifications

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:55:measured concentrations of CoC in groundwater beneath the Site given the depth to water encountered and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:55:that exposure to potentially impacted groundwater is unlikely to occur.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:56:albeit groundwater is resting in a limited number of locations at the interface of the Tidal Flat Deposits and Made

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:56:Site, and located approximately 150m away), where groundwater was resting within the Tidal Flat Deposits. As

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:56:of the Made Ground is sufficient to intercept groundwater, it is considered unlikely that a continuous pathway to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:56:impacted groundwater towards the identified water resource and ecological receptors.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:57: Groundwater and gradient direction) were adopted more distant compliance point of up to 250m may be

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:57: Groundwater was resting in the Tidal Flat Deposits in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:57: approximately 225m north of the Site, groundwater was

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:58:phases, given that groundwater is shallow and the relatively granular nature of the underlying aquifer. However,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:58:For groundwater, the SSAC have been compared to the theoretical solubility. Where the SSAC exceeds the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:59:The measured concentrations of CoC in groundwater collected to date in 2018 and 2021 (AEG 2018 and 2021)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:59:3No. groundwater samples collected in 2004 have been included in the comparison to provide Site coverage

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:59:concentrations of CoC in groundwater from LF\BH01 may be present as a result of lateral migration of CoC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:59:Table I Summary of Exceedances of Water Resource SSAC in Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:61:* Grab sample from a trial pit, in which a sheen on groundwater was noted. As such, the measured R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:61:on 200m. Further, it is noted that the Site is not located within an SPZ, with no groundwater abstractions in the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:61:vicinity. As discussed, groundwater beneath the Site and hydraulically down gradient is considered to be of R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:61: Groundwater within the superficial deposits in the north of the Site is brackish; R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:63: concentration in groundwater of 2,700mg/l. On the basis that the maximum measured concentrations are R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:63: equivalent to that of seawater (to which groundwater will discharge), and that the land beneath the Site has R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:64: The Site is not located within an SPZ and there are no groundwater abstractions in the vicinity; R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:64: Groundwater associated with the superficial deposits in the north of the Site is brackish, precluding the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:64: The land to the north is ecologically protected, with future groundwater abstraction in this area unlikely. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:64:inorganics in groundwater (such as pH and anion exchange capacity), that a reduced compliance point distance 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:Environment Agency, 1999. The Fuel Additive MTBE – a Groundwater Protection Issue. National Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:66:Environment Agency, 2009c. Petroleum Hydrocarbons in Groundwater: Supplementary Guidance for R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:66:Environment Agency, 2017. Groundwater Protection – Land contamination groundwater compliance points: R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:67:McWorter, D.B., and Sunada, D.K., 1977. Groundwater Hydrology and Hydraulics, Ft. Collins. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:69: (SSSI, RAMSAR&SPA)- INFERRED GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:76: GROUNDWATER CONTOUR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:76: 2.8 Groundwater elevation contours are based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:76: groundwater elevation measurements taken from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:76: A GROUNDWATER CONTOUR PLAN R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:77: GROUNDWATER CONTOUR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:77: Groundwater elevation contours are based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:77: 3.3 groundwater elevation measurements taken from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:77: GROUNDWATER CONTOUR PLAN R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:78: GROUNDWATER CONTOUR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:78: 3.2 Groundwater elevation contours are based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:78: 5 groundwater elevation measurements taken from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:78: A GROUNDWATER CONTOUR PLAN R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:79: A GROUNDWATER CONTOUR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:79: 0 Groundwater elevation contours are based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:79: groundwater elevation measurements taken from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:79: Where multiple groundwater elevation measurements R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:79: GROUNDWATER CONTOUR PLAN R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:80: A GROUNDWATER CONTOUR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:80: Groundwater elevation contours are based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:80: groundwater elevation measurements taken from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:80: GROUNDWATER CONTOUR PLAN R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:81: A GROUNDWATER CONTOUR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:81: A Groundwater elevation contours are based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:81: groundwater elevation measurements taken from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:81: Where multiple groundwater elevation measurements R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:81: GROUNDWATER CONTOUR PLAN R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:82: A GROUNDWATER CONTOUR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:82: A Groundwater elevation contours are based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:82: groundwater elevation measurements taken from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:82: GROUNDWATER CONTOUR PLAN R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:83: A GROUNDWATER CONTOUR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:83: 2. Groundwater elevation contours are based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:83: groundwater elevation measurements taken from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:83: Where multiple groundwater elevation measurements R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:83: GROUNDWATER CONTOUR PLAN R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:84: A GROUNDWATER CONTOUR R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:84: Groundwater elevation contours are based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:84: groundwater elevation measurements taken from R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:84: GROUNDWATER CONTOUR PLAN R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:86: Groundwater 2017-2021 - Superficial Deposits R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:87: Groundwater 2021 - Bedrock R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:88:GLACIOLACUSTINE DEPOSITS AQUIFER SLIGHTLY GRAVELLY MIGRATION OF GROUNDWATER IS ANTICIPATED TO R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:88: GROUNDWATER FLOW DIRECTION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:90: 3 Montgomery 2007. Groundwater Chemicals Desk Reference, 4th Edition. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:91:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:92:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:93:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:94:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:96: groundwater, building fabric or other samples) have not been 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:Information Summarised: Exploratory Hole Location Plan, Trial Pit Logs, Borehole Logs, Groundwater 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:Groundwater Summary R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:99: 3. Groundwater sampling results and certificates presented in Appendix 9 of the report R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:99: 5. Groundwater analytical results screened to current risk based criteria as part of the Appendix I R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:99: 6. Groundwater Elevation from Table 6 of the report is reproduced below, relevent wells are highlighted R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:133: Groundwater Contour R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:133: 15-A-B1 Direction of Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:133: GROUNDWATER FLOW DIRECTION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:135:Groundwater Summary R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:141: From 3.2m: Groundwater in flow, Slightly discoloured. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:188: TP Terminated at 2.4m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:190: TP Terminated at 1.9m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:192: TP Terminated at 2.5m due to groundwater - fast inflow R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:195: TP Terminated at 2.2m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:199: 3.40 ES TP Terminated at 3.6m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:199: TP Terminated at 3.6m due to groundwater 4 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:205: TP Terminated at 2.9m due to groundwater and collapsing R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:206: TP Terminated at 2.9m due to groundwater and collapsing R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:208: TP Terminated at 2.3m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:209: TP Terminated at 2.2m due to groundwater - fast inflow from 2m R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:212: From 3.0m: Hydrocarbon odour. Example taken. No groundwater 3 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:214: From 4.0m: Groundwater settled after 10 mins at 4.0m. 4 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:230: TP Terminated at 3.6m due to groundwater 1 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:234: TP Terminated at 3.8m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:237: TP Terminated at 4.1m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:240: TP Terminated at 4m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:242: TP Terminated at 3.7m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:246: TP Terminated at 2.4m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:300:Groundwater Summary R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:300: 2. Groundwater analytical results screened to current risk based criteria as part of the Appendix I R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:300: 3. Summary of groundwater elevetion monitoring and analysis is presented Appendix D. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:304: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:304: No groundwater inflow observed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:307: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:307: No groundwater inflow observed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:310: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:310: No groundwater inflow observed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:314: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:314: No groundwater inflow observed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:379: TIDAL GROUNDWATER MONITORING R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:380: TIDAL GROUNDWATER MONITORING R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:381: TIDAL GROUNDWATER MONITORING R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:382: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:382: No groundwater inflow observed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:402:Groundwater Summary R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:402: 2. Groundwater analytical results screened to current risk based criteria in Appendix I R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:402: 3. Summary of groundwater elevetion monitoring and analysis is presented in Appendix D R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:406: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:406: No groundwater inflow observed. Damp between 3.50-4.50m. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:409: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:409: No groundwater inflow observed. Damp between 2.00-4.50m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:412: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:412: No groundwater inflow observed. Damp between 3.00-4.50m BGL. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:415: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:418: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:421: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:421: No groundwater inflow observed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:424: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:427: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:430: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:430: No groundwater inflow observed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:434: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:434: No groundwater inflow observed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:439: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:442: PLAN GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:442: No groundwater inflow observed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:738: Note: VWP-MSBH10 (CH4) data is not plotted due to groundwater level being periodically above VWP tip - see data ta R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:740: Note: VWP-MSBH06 (CH4) data is not plotted due to groundwater level above VWP tip - see data table for further infor R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:780: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:780: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:780: LF\BH01 Groundwater LF\BH01 Temperature R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:781: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:781: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:781: MS\BH03 Groundwater MS\BH03 Temperature R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:782: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:782: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:782: MS\BH05 Groundwater MS\BH05 Temperature R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:783: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:783: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:783: MS\BH07 Groundwater MS\BH07 Temperature R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:784: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:784: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:784: MS\BH12 Groundwater MS\BH12 Temperature R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:785: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:785: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:785: MS\BH13 Groundwater MS\BH13 Temperature R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:786: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:786: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:786: MS\BH14 Groundwater MS\BH14 Temperature R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:787: GROUNDWATER MONITORING DATA R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:791:Groundwater Elevation Data R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:791:Groundwater Elevation Data R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:792: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:793: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:794: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:795: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:796: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:797: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:798: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:799: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:800: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:801: Appendix D, Table 1: Groundwater Elevation Levels by Geological Unit R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:801: LF' Series boreholes are offsite, however, have been included here as part of the groundwater elevation studies asa point between the site and the estuary. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:810:Appendix E - Schedule of Analysis (Groundwater) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:816: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:816:Soil, Leachate and Groundwater Data (Enviros 2004, AEG 2018 and AEG R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:929:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:930:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:931:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:932:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:933:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:934:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:935:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:936:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:937:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:938:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:939:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:940:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:941:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:942:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:943:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:944:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:945:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:946:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:947:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:948:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:949:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:950:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:951:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:952:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:953:Appendix G, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:957:Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:957:Groundwater with GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:958:Appendix I - Table 1: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:958:* Only compounds measured above the laboratory Method Detection Limit during groundwater monitoring in 2004 (Enviros 2004), 2018 (AEG 2018) and 2021 (AEG 2021) are included here. Analytical testing suites comprised metals and inorganics, Total Petroleum R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:958: in any of the 15 leachate samples analysed. With the exception of three detections of hexavalent chromium in groundwater from monitoring wells screening the bedrock aquifer, hexavalent chromium was not detected in the remaining 47 groundwater samples analysed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:958:NVP No vapour pathway. Contaminant has only a low vapour pressure in groundwater. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:959:Appendix I - Table 1: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:959:* Only compounds measured above the laboratory Method Detection Limit during groundwater monitoring in 2004 (Enviros 2004), 2018 (AEG 2018) and 2021 (AEG 2021) are included here. Analytical testing suites comprised metals and inorganics, Total Petroleum R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:959: in any of the 15 leachate samples analysed. With the exception of three detections of hexavalent chromium in groundwater from monitoring wells screening the bedrock aquifer, hexavalent chromium was not detected in the remaining 47 groundwater samples analysed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:959:NVP No vapour pathway. Contaminant has only a low vapour pressure in groundwater. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:960:Appendix I - Table 2: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:960:* Only compounds measured above the laboratory Method Detection Limit during groundwater monitoring of dual installed off-Site monitoring well LF\BH01 included, with monitoring undertaken in 2021 (AEG 2021). Analytical testing suites R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:960:* Hexavalent chromium was detected in groundwater from one and five groundwater samples collected from monitoring wells screening the superficial and bedrock aquifer, respectively (considering not only LF\BH01 but also on-Site wells).

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:960:NVP No vapour pathway. Contaminant has only a low vapour pressure in groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:961:Appendix I - Table 3: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:961:5 Benzene was detected in 5 of 72 samples analysed (including on-Site wells and off-Site well LF\BH01) with the highest concentration of 58µg/l measured in groundwater collected from MS\BH03D (screening bedrock and located in the northeast of the Site, with the compounds measured consistent with the presence of

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:961: light end TPH measured in this location). The remaining detections were within monitoring wells screening the Made Ground, at a maximum concentration of 5.2µg/l. Ethylbenzene was detected in a single sample of 72No. analysed associated with the groundwater sample collected from MS\BH03D at 210µg/l. The

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:961:8 Monohydric phenols represents a group of compounds including phenol, methyl phenols and xylenols. The WQS presented is based on the EQS for phenol, with none of the measured concentrations of phenol in groundwater sampled from beneath the Site in excess of the EQS. Concentrations of monohydric phenol

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: 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:972: Hydraulic gradient was calculated using site specific groundwater elevation data gathered during groundwater monitoring

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972:Hydraulic Conductivity Level 3 Groundwater Sensitivity Testing - Hydraulic Gradient

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972: Groundwater 10000 Hydraulic Gradient

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972:(m/day) Groundwater SSAC (µg/l)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972: SSAC (µg/l) (-) Groundwater 1400

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972: Level 3 Groundwater SSAC (µg/l)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972: Level 3 Groundwater SSAC (µg/l)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972:Effective Porosity (-) Level 3 Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972: Groundwater Organic Carbon (-) 245.0000

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972:Groundwater 800 SSAC (µg/l)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972: SSAC (µg/l) Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972: Level 3 Groundwater SSAC (µg/l)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:972: Level 3 Groundwater SSAC (µg/l)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:973: The average groundwater elevation within the off-Site well LF\BH01 (screening Tidal Flat Deposits) of 2.7m AOD (based on

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:973:Aquifer Bulk Density Level 3 Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:973: 3 Groundwater Thickness (m) 245

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:973:(g/cm ) Groundwater 245.000 SSAC (µg/l)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:973: SSAC (µg/l) Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:973: Level 3 Groundwater SSAC (µg/l)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:973: Level 3 Groundwater SSAC (µg/l)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:975:Width of groundwater source area (m) 650 Site data (approximate width of Site)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:977:soils and/or groundwater.

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:977: ConSim v.2.5 Contamination Impact on Groundwater: Simulation by Monte Carlo Method, version

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:977: such, is a useful tool for sites where groundwater is present at a considerable depth.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:981:• Groundwater remedial target exceeds the theoretical solubility concentration (source: TPHCWG, 1995).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:982:• Groundwater remedial target exceeds the theoretical solubility concentration (source: TPHCWG, 1995).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:983: Level 3 - Groundwater See Note 0 Calculate for ionic organic chemicals (acids)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:983: Initial contaminant concentration in groundwater at plume core C0 1.00E+00 mg/l 0 10 20 30 40 50 60 15.0 2.41E-01

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:983: Distance (lateral) to compliance point perpendicular to flow direction z 0.00E+00 m Vertical dispersivity ay 1.00E-99 5.00E-02 2.98E-02 This sheet calculates the Level 3 remedial target for groundwater, based on the distance 42.5 1.77E-02

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:983: 0 Time since pollutant entered groundwater t 9.00E+99 days time variant options only For calculated value, assumes ax = 0.1 *x, az = 0.01 * x, ay = 0.001 * x solution methods are included, the preferred option is Ogata Banks. 47.5 1.10E-02

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:983: Longitudinal dispersivity ax 5.00E+00 m see options The measured groundwater concentration should be compared

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:983: Groundwater flow velocity v 1.65E-02 m/d such as oxidation by O2, NO3, SO4 etc than an alternative solution should be used

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:983: Remedial Target 2.31E-01 mg/l For comparison with measured groundwater concentration.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:984: Level 3 - Groundwater See Note 0 Calculate for ionic organic chemicals (acids)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:984: Initial contaminant concentration in groundwater at plume core C0 1.00E+00 mg/l 00 1050 20 100 30 150 40 200 50 250

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:984: Distance (lateral) to compliance point perpendicular to flow direction z 0.00E+00 m Vertical dispersivity ay 1.00E-99 2.00E-01 6.21E-02 This sheet calculates the Level 3 remedial target for groundwater, based on the distance 170.0 2.50E-05

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:984: 0 Time since pollutant entered groundwater t 9.00E+99 days time variant options only For calculated value, assumes ax = 0.1 *x, az = 0.01 * x, ay = 0.001 * x methods are included, the preferred option is Ogata Banks. 190.0 7.19E-06

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:984: Longitudinal dispersivity ax 2.00E+01 m see options The measured groundwater concentration should be compared

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:984: Groundwater flow velocity v 1.65E-02 m/d such as oxidation by O2, NO3, SO4 etc than an alternative solution should be used

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:984: Remedial Target 5.19E+02 mg/l For comparison with measured groundwater concentration.

R-2021-1048-FFM-2021-81 HRA NZT remediation.PDF:5: iv) Reduced groundwater infiltration caused by the development.

R-2021-1048-FFM-2021-81 HRA NZT remediation.PDF:6:iv) Reduced groundwater infiltration caused by the development

R-2021-1048-FFM-2021-81 HRA NZT remediation.PDF:6:application site. Anecdotal evidence suggests that there has historically been a link via groundwater

R-2021-1048-FFM-2021-81 HRA NZT remediation.PDF:6:from the operational steelworks, the baseline is the current levels of potential groundwater

R-2021-1048-FFM-2021-81 HRA NZT remediation.PDF:6:groundwater infiltration.

R-2021-1048-FFM-2021-81 HRA NZT remediation.PDF:6:from infiltration and evaporation. No influence from groundwater or the tide was observed.”

R-2021-1048-FFM-2021-81 HRA NZT remediation.PDF:7:The nature of the proposal and the results of studies showing no apparent influence from groundwater

R-2021-1048-FFM-2021-81 HRA NZT remediation.PDF:7:integrity from reduced groundwater infiltration due to the development.

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:8:be a Secondary A aquifer. Furthermore, the site is located within a Groundwater Vulnerability Zone;

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:8:Minor Aquifer (High), which refers to areas able to easily transmit pollution to groundwater. Teesmouth

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:9:carbonate precipitates), which can be mobilised in surface and groundwater leading to damage to

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:13: o Groundwater abstraction and protection

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:25:The EA interactive groundwater map defines Groundwater Source Protection Zones for wells, boreholes

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:25:Groundwater Source Protection Zone.

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:25:The site is also mapped within a Groundwater Vulnerability Zone Minor Aquifer (High) i.e. a minor

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:25:aquifer in areas able to easily transmit pollution to groundwater.

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:25:Information contained in the Enviros (2004) report indicates that groundwater levels range between

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:36:Only one round of groundwater testing was conducted on the nine groundwater boreholes and testing

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:40: 3 Migration via groundwater flows

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:40: 4 Controlled water ‐ Groundwater

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:43:precipitates). This can be mobilised in surface and groundwater leading to damage to drainage

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:44:This will also determine the thickness of the Made Ground, the groundwater conditions beneath the

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:45: Shallow Groundwater Groundwater conditions likely to Ground investigation to establish

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:45: be shallow. groundwater elevation via

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:46: of combined gas/groundwater

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:46: risks on the groundwater environment

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:47: Groundwater monitoring boreholes locations likely

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: Groundwater monitoring Breaking out of

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: Groundwater monitoring

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:48: Groundwater monitoring

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: Groundwater monitoring

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: Groundwater monitoring Breaking out of

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:49: Groundwater monitoring Breaking out of

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: Groundwater monitoring Breaking out of

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: Groundwater monitoring Breaking out of

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: Groundwater monitoring be discounted.

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:50: Groundwater monitoring

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:51: Groundwater monitoring be discounted.

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:51: Groundwater monitoring be discounted.

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:55:Groundwater Baseline Characterisation

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:59: Steelworks Controlled water ‐ Groundwater √ Medium Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:59: Controlled water ‐ Groundwater √ Medium Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:60: groundwater flows workers and site visitors

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:60: Controlled water ‐ Groundwater √ Medium Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:60: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:61: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:61: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:62: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:62: groundwater flows workers and site visitors

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:62: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:63: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:63: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:64: potential coking Controlled water ‐ Groundwater √ Medium Low Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:64: Controlled water ‐ Groundwater √ Medium Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:65: groundwater flows workers and site visitors

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:65: Controlled water ‐ Groundwater √ Medium Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:65: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:66: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:66: potential coking Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:67: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:67: groundwater flows workers and site visitors

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:67: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:68: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:68: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:69: Controlled water ‐ Groundwater √ Medium Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:69: Controlled water ‐ Groundwater √ Medium Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:69: groundwater flows workers and site visitors

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:70: Controlled water ‐ Groundwater √ Minor Unlikely Very

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:70: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:71: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:71: Controlled water ‐ Groundwater √ Mild Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:71: Controlled water ‐ Groundwater √ Medium Low Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:72: groundwater flows workers and site visitors

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:72: Controlled water ‐ Groundwater √ Medium Low Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:73: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:73: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:73: Controlled water ‐ Groundwater √ Mild Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:74: Controlled water ‐ Groundwater √ Mild Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:74: groundwater flows workers and site visitors

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:74: Controlled water ‐ Groundwater √ Mild Moderate Mod

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:75: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:75: Controlled water ‐ Groundwater x

R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:77: Mild Pollution of non‐sensitive water resources. Pollution of non‐classified groundwater.

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: Groundwater is typically resting within the Made Ground on-Site, with groundwater in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:5: Made Ground likely to be in hydraulic continuity with groundwater in the underlying

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:5: aquitard between the overlying granular superficial deposits and bedrock. Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:5: of the Site, albeit this is unlikely to be in hydraulic continuity with groundwater beneath the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:5: Diffuse groundwater contaminants found throughout the Site associated with Made Ground

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:6: concentrations of these compounds were associated with groundwater collected from the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:6: The pathways modelled comprised lateral migration in groundwater through the Tidal Flat

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:6: groundwater was not modelled on the basis that dissolved phase CoC were considered to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:6: provide a good indication of the potential risks, given that groundwater is relatively shallow

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:6: Groundwater associated with the designated aquifers underlying the Site (primarily the Tidal

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:6: Receptors industrial history of the Site and its surroundings, the brackish nature of groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:6: identified in the north of the Site, the absence of potable groundwater abstractions in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:8:Table A Groundwater Elevations: 13 November 2017 and 9 August 2021 ………………………………………….. 8

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:8:Table B Difference in Groundwater Elevations in Dual Screened Monitoring Wells …………………………… 9

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:8:Table C Calculated Salinity of Groundwater …………………………………………………………………………………… 12

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:8:Table F Summary of Contaminants Exceeding Water Quality Standards in Groundwater ……………….. 26

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:8:Table I Summary of Exceedances of Water Resource SSAC in Groundwater ………………………………….. 43

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:8:Table 2 Comparison of Measured Concentrations of CoC in Groundwater with SSAC

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 Groundwater 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: 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:12: Technical Note: Groundwater Conditions – Onshore Ground Investigation for Net Zero Teeside, prepared

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:14: the relationship between groundwater and a pond identified to the north of the Site (AECOM 2021b).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:17:(corridor pipeline), given that this could form a potential pathway for lateral migration of groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:17:2.4.1 Groundwater Elevation

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:17:The depth to groundwater, groundwater elevation, lithology screened and unit within which groundwater was

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:17:Table A Groundwater Elevations: 13 November 2017 and 9 August 2021

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:17: Monitoring Well Water Depth (m Water Level (m Lithology groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:18: Monitoring Well Water Depth (m Water Level (m Lithology groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:18:observed changes in groundwater elevations beneath the Site over time.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:18:Table B Difference in Groundwater Elevations in Dual Screened Monitoring Wells

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:19:within the same dual well installation. Groundwater within the Made Ground is likely to be in continuity with

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:19:groundwater within the underlying Tidal Flat Deposits based on the small head difference typically observed,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:19:variability in the head difference observed could be in part due to e.g. rainfall events, where groundwater in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:19:AECOM reported that the average groundwater level within the mudstone was consistently higher than that of

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:19:the average groundwater level within the tidal sands at each location (rather than variable as spot monitoring

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:19:2.4.2 Groundwater Flow Direction

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:19:Review of groundwater elevation data collected on 13 November 2017 for the S1 and S2 series well which

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:19:Groundwater elevation data collected on 9 August 2021 for the MS series monitoring well (and including off-

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:20:off-Site on the basis of the findings of groundwater elevations in LF\BH02, which were consistently higher than

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:20:the closest on-Site monitoring well monitored (MS\BH02) (AECOM 2021a). It is noted that spot groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:20:well LF\BH01. Monitoring well LF\BH01 was included in spot groundwater gauging, with elevations consistently

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:20:Review of the groundwater elevation data collected on 9 August 2021 for monitoring wells screening the bedrock

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:20:groundwater flow (or the yields likely required for a viable abstraction).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:20:measured in the groundwater samples collected assuming all chloride resulted from sodium chloride (NaCl). It

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:21:and used to determine whether the groundwater underlying the Site was likely to be saline, brackish or fresh.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:21:Table C Calculated Salinity of Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:22:of the groundwater elevations across the monitoring period indicated no tidal influence was present. This is

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:22:groundwater elevations monitored across approximately a 3 week period indicated that no tidal influence was

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:22:The Site is not located within a groundwater Source Protection Zone (SPZ).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:22:relationship between Pond 14 and groundwater / coastal waters. This included but was not limited to: a review

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:23: embankments exceed losses from infiltration and evaporation. No influence from groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:23: not very permeable in this area and does not support significant volumes of groundwater.”

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:23:Based on the above, Arcadis considers that the pond (Pond 14) is unlikely in continuity with groundwater

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:considered unlikely to be in hydraulic continuity with groundwater, and as such, is not considered a potential

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:25:protected land immediately adjacent to the northern Site boundary, impacted groundwater would need to be

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:25:In addition to surface water, groundwater within the underlying superficial deposits (primarily Tidal Flat Deposits,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:25:designation) is also considered a potential receptor. Groundwater within bedrock beneath the Site is considered

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:25: Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:25: Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration

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:25: Lateral migration off contaminants in groundwater associated with an off-Site source on to Site and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:26: Lateral migration of contaminated groundwater associated with an off-Site source on to Site in relation to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:27: The most recent groundwater data collected in 2018 and 2021 (AEG 2018 and 2021) from on and off-Site

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:27:B. (2) Vapour inhalation of indoor or outdoor air from contaminated groundwater (potential CoC include

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:4.2.3 Selection of Groundwater Inhalation GAC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:The inhalation GAC are listed against maximum recorded groundwater concentrations in Appendix E.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:4.2.4 Inhalation from Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:Contaminants of concern in groundwater samples were screened against inhalation GAC (where applicable)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:that are protective of human health via an inhalation from groundwater pathway (potential pollutant linkage B

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:A summary of the 43No. groundwater samples obtained from 37No. monitoring wells beneath the Site are listed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:31:Based on the above, the risk to human health from measured concentrations of CoC in groundwater is not

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:None of the volatile contaminants of concern recorded in groundwater exceeded GAC for potential inhalation

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:E. Leaching of CoC from Made Ground to groundwater in superficial deposits and subsequent lateral

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:G. Horizontal migration of contaminants in groundwater on to Site

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:H. Migration of CoC in groundwater into off-site surface water features (the North Sea), with the North Sea

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:Concentrations of CoC in groundwater samples collected from the Made Ground, superficial deposits and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:bedrock have been compared to Water Quality Standards (WQS). On the basis that groundwater beneath the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:to 1970s), it is considered that measured concentrations of CoC in groundwater are reflective of equilibrium

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:32:conditions i.e. groundwater quality is suitable to assessing the potential risks from linkages E to H. However,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:34:4.3.2 Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:34:The maximum measured concentrations of CoC in groundwater samples collected in 2004 (Enviros 2004), 2018

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:34:The results of groundwater monitoring of off-Site well LF\BH01 (installed and sampled in 2021), which is located

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:35:Table F Summary of Contaminants Exceeding Water Quality Standards in Groundwater

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:38:to be present, contaminants must first partition into groundwater. As such, measured concentrations of CoC in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:38:groundwater are considered to best represent the potential risk to water resources.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:41:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons, PAH,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:41:groundwater monitoring events undertaken in 2004, 2018 or 2021 (Enviros 2004, AEG 2018 and AEG 2021).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43:5.3.3 Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43:on-Site groundwater samples analysed. The range in the majority of metal concentrations and sulphate

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43: Iron, where the highest concentration of 3,600µg/l (S2-BHA04S) was measured in groundwater collected

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43: with limited iron testing in groundwater in this area. Concentrations in groundwater within the 15No.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43: Manganese, where the highest concentration of 1,400µg/l (S2-BHA05) was measured in groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43: Manganese was tested for in 12No. locations. The highest concentrations in groundwater appear to loosely

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43: (S2-BHA04S) was measured in groundwater collected from a monitoring well screening the Made Ground

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:43: in the north of the Site, in the vicinity of the iron ponds. Concentrations in the remaining groundwater samples

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44: with monitoring wells screening the Made Ground. Concentrations in groundwater within the remaining

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:which they are present, the cation or anion capacity of the underlying geology alongside the pH of groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:groundwater beneath the Site and in off-Site hydraulically down gradient monitoring well LF\BH01 is typically

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:8.0) for monitoring wells screening bedrock. The presence of alkaline conditions in shallow groundwater is in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:It is likely that the pH encountered in groundwater beneath the Site is influencing the observed distribution of

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:dissolved phase metals in groundwater beneath the Site.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:present in groundwater beneath the Site as a result of a diffuse Made Ground source, it is plausible that the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:the Site is unclear, particularly given that iron in groundwater sampled from the same location from a monitoring

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:deposits (7 of the 12No. groundwater samples analysed, including within off-Site monitoring well LF\BH01 at a

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:concentration of 690µg/l) and bedrock (4 of the 5No. groundwater samples analysed including within off-Site

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:associated with groundwater samples collected from monitoring wells screening Made Ground (maximum

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:44:Ammoniacal nitrogen was measured above the laboratory MDL in all 34No. groundwater samples analysed.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45:discernible link to on-Site sources. Concentrations within groundwater within the superficial deposits ranged

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45:LF\BH01. Concentrations within groundwater within the bedrock were typically less than 0.3mg/l, with the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45:Sum TPH (C5-C35) was measured above the laboratory MDL in 23 of the 45 groundwater samples analysed

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45:footprint of the former steel plant. An iridescent sheen was noted on groundwater ingress in trial pit MS\TP06,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45: 12No. (of 26) groundwater samples collected from monitoring wells screening Made Ground, with detections

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45: 6No. (of 13) groundwater samples collected from monitoring wells screening superficial deposits. Sum TPH

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45: 4No. (of 6) groundwater samples collected from monitoring wells screening bedrock, including off-Site well

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45:which comprised solely aliphatic and aromatic C5-C10, with groundwater collected from MS\BH12D (also

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45:with measured concentrations of sum TPH in groundwater from either the Made Ground of superficial deposits.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45:PAHs were detected above the laboratory MDL in the majority of groundwater samples analysed, including

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45:superficial deposits (12 of the 13No. groundwater samples analysed) and bedrock (all 6No. samples analysed).

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:45:The highest concentrations of sum PAH were associated with groundwater samples collected from monitoring

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46:Within groundwater, a similar observation is made; concentrations appear relatively widespread across the Site,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46:the distribution in groundwater is likely to be influenced by the generally alkaline pH identified in groundwater.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46:The following compounds were potentially identified as being present in groundwater as a result of a localised

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46: measured in groundwater collected from the north of the Site in the vicinity of the iron ponds, tar and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46: Elevated zinc in groundwater collected from monitoring wells in the eastern portion of the Site in the steel

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46: plant footprint, albeit zinc was measured above the MDL in groundwater across the Site

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46: TPH, which were detected sporadically in groundwater and generally at relatively low concentrations, with

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:46:In general, concentrations in groundwater were highest in monitoring wells screening the Made Ground, with

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:47:There are however exceptions, such as TPH; while the highest concentration of sum TPH in groundwater is

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:47:groundwater collected from the bedrock aquifer. The signature of the TPH in the bedrock aquifer differs

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:On the basis that groundwater across the Site has been identified at relatively shallow depths, the generally

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:47:groundwater will have reached equilibrium conditions. As such, measured concentrations of CoC in groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:47:It is noted that CoC have been measured in groundwater collected from the bedrock aquifer. However, on the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:47:groundwater within the Made Ground as a source is considered to provide a more conservative evaluation of

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:Groundwater has been primarily identified resting within the Made Ground beneath the Site, although was

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:off-Site monitoring well LF\BH01. Groundwater within the superficial Tidal Flat Deposits beneath the Site and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:the likely brackish nature of the underlying groundwater (superficial deposits are indicated to be brackish in the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:northern portion of the Site based on analytical testing), groundwater abstraction for potable water is unlikely to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:Groundwater within the Made Ground is not considered as a receptor in the absence of an aquifer classifications

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:measured concentrations of CoC in groundwater beneath the Site given the depth to water encountered and

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:that exposure to potentially impacted groundwater is unlikely to occur.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:albeit groundwater is resting in a limited number of locations at the interface of the Tidal Flat Deposits and Made

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:Site, and located approximately 150m away), where groundwater was resting within the Tidal Flat Deposits. As

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:48:of the Made Ground is sufficient to intercept groundwater, it is considered unlikely that a continuous pathway to

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:49:impacted groundwater towards the identified water resource and ecological receptors.

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:50: Groundwater and gradient direction) were adopted more distant compliance point of up to 250m may be

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:50: Groundwater was resting in the Tidal Flat Deposits in

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:50: approximately 225m north of the Site, groundwater was

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:51:phases, given that groundwater is shallow and the relatively granular nature of the underlying aquifer. However,

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:51:For groundwater, the SSAC have been compared to the theoretical solubility. Where the SSAC exceeds the

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:52:The measured concentrations of CoC in groundwater collected to date in 2018 and 2021 (AEG 2018 and 2021)

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:52:3No. groundwater samples collected in 2004 have been included in the comparison to provide Site coverage

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:52:concentrations of CoC in groundwater from LF\BH01 may be present as a result of lateral migration of CoC

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:52:Table I Summary of Exceedances of Water Resource SSAC in Groundwater

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:53:* Grab sample from a trial pit, in which a sheen on groundwater was noted. As such, the measured R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:54:on 200m. Further, it is noted that the Site is not located within an SPZ, with no groundwater abstractions in the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:54:vicinity. As discussed, groundwater beneath the Site and hydraulically down gradient is considered to be of R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:54: Groundwater within the superficial deposits in the north of the Site is brackish; R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:55: concentration in groundwater of 2,700mg/l. On the basis that the maximum measured concentrations are R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:55: equivalent to that of seawater (to which groundwater will discharge), and that the land beneath the Site has R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:57: The Site is not located within an SPZ and there are no groundwater abstractions in the vicinity; R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:57: Groundwater associated with the superficial deposits in the north of the Site is brackish, precluding the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:57: The land to the north is ecologically protected, with future groundwater abstraction in this area unlikely. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:57:inorganics in groundwater (such as pH and anion exchange capacity), that a reduced compliance point distance 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:Environment Agency, 1999. The Fuel Additive MTBE – a Groundwater Protection Issue. National Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:59:Environment Agency, 2009c. Petroleum Hydrocarbons in Groundwater: Supplementary Guidance for R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:59:Environment Agency, 2017. Groundwater Protection – Land contamination groundwater compliance points: R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:60:McWorter, D.B., and Sunada, D.K., 1977. Groundwater Hydrology and Hydraulics, Ft. Collins. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:62: (SSSI, RAMSAR&SPA)- INFERRED GROUNDWATER R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:69:GLACIOLACUSTINE DEPOSITS AQUIFER SLIGHTLY GRAVELLY MIGRATION OF GROUNDWATER IS ANTICIPATED TO R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:69: GROUNDWATER FLOW DIRECTION R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:72:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:73:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:75: groundwater, building fabric or other samples) have not been R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:80: 3. Groundwater surfaces are based on recorded water levels from July-August 2021. Where more that water level was R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:81: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:81:Soil, Leachate and Groundwater Data (Enviros 2004, AEG 2018 and AEG R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:149:Appendix C: 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:150:Appendix C: 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:151:Appendix C: 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:152:Appendix C: 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:153:Appendix C: 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:154:Appendix C: 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:155:Appendix C: 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:156:Appendix C: 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:157:Appendix C: 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:158:Appendix C: 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:161:Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:161:Groundwater with GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:162:Appendix E - Table 3: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:162:5 Benzene was detected in 5 of 44 samples analysed (including on-Site wells and off-Site well LF\BH01) with the highest concentration of 58µg/l measured in groundwater collected from MS\BH03D (screening bedrock and located in the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:162: concentration of 5.2µg/l. Ethylbenzene was detected in a single sample of 44No. analysed associated with the groundwater sample collected from MS\BH03D at 210µg/l. The source of BTEX measured within MS\BH03D at depth is 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:162:8 Monohydric phenols represents a group of compounds including phenol, methyl phenols and xylenols. The WQS presented is based on the EQS for phenol, with none of the measured concentrations of phenol in groundwater beneath the 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: Hydraulic gradient was calculated using site specific groundwater elevation data gathered during groundwater monitoring R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172:Hydraulic Conductivity Level 3 Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172: Groundwater 10000 Hydraulic Gradient R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172:(m/day) Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172: SSAC (µg/l) (-) Groundwater 1400 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172:Effective Porosity (-) Level 3 Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172: Groundwater Organic Carbon (-) 245.0000 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172:Groundwater 800 SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172: SSAC (µg/l) Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:172: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:173: The average groundwater elevation within the off-Site well LF\BH01 (screening Tidal Flat Deposits) of 2.7m AOD (based on R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:173:Aquifer Bulk Density Level 3 Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:173: 3 Groundwater Thickness (m) 245 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:173:(g/cm ) Groundwater 245.000 SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:173: SSAC (µg/l) Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:173: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:173: Level 3 Groundwater SSAC (µg/l) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:175:Width of groundwater source area (m) 650 Site data (approximate width of R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:177:soils and/or groundwater. 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:177: ConSim v.2.5 Contamination Impact on Groundwater: Simulation by Monte Carlo Method, version R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:177: such, is a useful tool for sites where groundwater is present at a considerable depth. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:181:• Groundwater remedial target exceeds the theoretical solubility concentration (source: TPHCWG, 1995). R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:182:• Groundwater remedial target exceeds the theoretical solubility concentration (source: TPHCWG, 1995). R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:183: Level 3 - Groundwater See Note 0 Calculate for ionic organic chem R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:183: Initial contaminant concentration in groundwater at plume core C0 1.00E+00 mg/l 0 10 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:183: 0 Time since pollutant entered groundwater t 9.00E+99 days time variant options only For calculated value, assumes ax = 0.1 *x, az = 0.01 * x, ay = 0.001 * x R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:183: Longitudinal dispersivity ax 5.00E+00 m see options The measured groundwater con R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:183: Groundwater flow velocity v 1.65E-02 m/d R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:183: Remedial Target 2.31E-01 mg/l For comparison with measured groundwater concentration. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:184: Level 3 - Groundwater See Note 0 Calculate for ionic organic chem R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:184: Initial contaminant concentration in groundwater at plume core C0 1.00E+00 mg/l 00 1050 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:184: 0 Time since pollutant entered groundwater t 9.00E+99 days time variant options only For calculated value, assumes ax = 0.1 *x, az = 0.01 * x, ay = 0.001 * x R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:184: Longitudinal dispersivity ax 2.00E+01 m see options The measured groundwater con R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:184: Groundwater flow velocity v 1.65E-02 m/d R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:184: Remedial Target 5.19E+02 mg/l For comparison with measured groundwater concentration. R-2021-1048-FFM-Appendix1.pdf:5:5. GROUNDWATER AND SOIL GAS SAMPLING METHODOLOGY 18 R-2021-1048-FFM-Appendix1.pdf:6:5.1 Groundwater Sampling 18 R-2021-1048-FFM-Appendix1.pdf:7: • Soil and groundwater surface sampling with subsequent contamination testing R-2021-1048-FFM-Appendix1.pdf:7: • Completion of a programme of groundwater monitoring using portable field R-2021-1048-FFM-Appendix1.pdf:24:5. GROUNDWATER AND SOIL GAS SAMPLING METHODOLOGY R-2021-1048-FFM-Appendix1.pdf:24: 5.1 Groundwater Sampling R-2021-1048-FFM-Appendix1.pdf:24: The following general methodology will be adopted when recovering groundwater 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:18: limited amounts of groundwater due R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:The site is not located with a Groundwater Source Protection Zone (SPZ). R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:There are no groundwater abstraction licenses on the site or within 500m. 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:22:Groundwater was interpreted to be flowing to the north/northeast. Chemical analysis recorded exceedances R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:The assessment of concentrations in groundwater noted exceedances of water quality standards which were 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:25:The site is not located within a groundwater source protection zone, and due to the industrial history of the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:25:area there is little/no possibility that groundwater will be abstracted for potable use. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: Members of groundwater which R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: Made Ground history. Unknown depth to groundwater or R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: groundwater body discounted. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:27: groundwater body and lateral pathway (ponds) However, the risks 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:29:4. All work carried out in preparing this report has used, and is based on, Arcadis’ 12. Unless otherwise stated, samples from the Site (soil, groundwater, building R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:39:58 5.3 Groundwater vulnerability Identified (within 50m) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:39:59 5.4 Groundwater vulnerability- soluble rock risk None (within 0m) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:39:60 5.5 Groundwater vulnerability- local information None (within 0m) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:39:61 5.6 Groundwater abstractions 0 0 0 0 0 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:40:65 6.5 WFD Groundwater bodies 1 - - - - R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:40:Page Section Groundwater flooding R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:40:71 9.1 Groundwater flooding Low (within 50m) R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:90:Aquifer status of groundwater held within superficial geology. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:92:Aquifer status of groundwater held within bedrock geology. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:92: groundwater due to localised features such as fissures, thin permeablehorizons and R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94: Groundwater vulnerability R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94:5.3 Groundwater vulnerability R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94:An assessment of the vulnerability of groundwater to a pollutant discharged at ground level based on the 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: High - Areas able to easily transmit pollution to groundwater. They are likely to be characterised by high R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94:Features are displayed on the Groundwater vulnerability map on page 58 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:95:5.4 Groundwater vulnerability- soluble rock risk R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:96:5.5 Groundwater vulnerability- local information R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:96:groundwater team through the Environment Agency National Customer Call Centre on 03798 506 506 or by R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:97:5.6 Groundwater abstractions R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:97:Licensed groundwater abstractions for sites extracting more than 20 cubic metres of water a day and includes R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:98:Source Protection Zones in the confined aquifer define the sensitivity around a deep groundwater abstraction R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:99: WFD Groundwater body boundaries R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:100:coastal waters and groundwater through river basin-level management planning. In terms of surface water, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:101:6.5 WFD Groundwater bodies R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:101:Groundwater bodies are also covered by the Directive and the same regime of objectives and reporting R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:101:Explorer to find out more about each groundwater body listed. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102:Records of historic flooding from rivers, the sea, groundwater and surface water. Records began in 1946 when R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107: 9 Groundwater flooding R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107:9.1 Groundwater flooding R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107:Groundwater flooding is caused by unusually high groundwater levels. It occurs when the water table rises R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107:above the ground surface or within underground structures such as basements or cellars. Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107:Features are displayed on the Groundwater flooding map on page 71 R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:155:peat and may compress if loaded by overlying structures, or if the groundwater level changes, potentially R-2021-1048-FFM-Factual Report SSI 1.pdf:8: From 3.2m: Groundwater in flow, Slightly discoloured. R-2021-1048-FFM-Factual Report SSI 1.pdf:64: places. (damp but no obvious groundwater inflow) R-2021-1048-FFM-Factual Report SSI 1.pdf:87: From 3.3m: groundwater fast inflow R-2021-1048-FFM-Factual Report SSI 1.pdf:238: TP Terminated at 2.4m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:240: TP Terminated at 1.9m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:242: TP Terminated at 2.5m due to groundwater - fast inflow R-2021-1048-FFM-Factual Report SSI 1.pdf:243: unknown due to groundwater). Fragment of tile (pipe?) R-2021-1048-FFM-Factual Report SSI 1.pdf:243: TP Terminated at 3.1m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:246: TP Terminated at 2.2m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:251: 3.40 ES TP Terminated at 3.6m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:251: TP Terminated at 3.6m due to groundwater 4 R-2021-1048-FFM-Factual Report SSI 1.pdf:258: TP Terminated at 2.9m due to groundwater and collapsing R-2021-1048-FFM-Factual Report SSI 1.pdf:259: TP Terminated at 2.9m due to groundwater and collapsing R-2021-1048-FFM-Factual Report SSI 1.pdf:261: TP Terminated at 2.3m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:262: TP Terminated at 2.2m due to groundwater - fast inflow from 2m R-2021-1048-FFM-Factual Report SSI 1.pdf:265: From 3.0m: Hydrocarbon odour. Example taken. No groundwater 3 R-2021-1048-FFM-Factual Report SSI 1.pdf:267: From 4.0m: Groundwater settled after 10 mins at 4.0m. 4 R-2021-1048-FFM-Factual Report SSI 1.pdf:283: TP Terminated at 3.6m due to groundwater 1 R-2021-1048-FFM-Factual Report SSI 1.pdf:287: TP Terminated at 3.8m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:290: TP Terminated at 4.1m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:293: TP Terminated at 4m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:295: TP Terminated at 3.7m due to groundwater R-2021-1048-FFM-Factual Report SSI 1.pdf:299: TP Terminated at 2.4m due to groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:5: Groundwater Management ……………………………………………………………………………………… 22 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:10:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:13:Groundwater flow was noted to be towards the north within the Tidal Flat Deposits and the northeast R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:13:of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till. In R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:14: Geology Aquifer Classification Groundwater flow R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:14:predominantly rainwater fed with little influence from tidal variation and groundwater.” R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:14:to be a significant pathway between the ponds and on site groundwater. R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:14:groundwater sampling. A potential data gap has been identified in the vicinity of the former blast furnace R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:17: due to changes in loading or groundwater regime; R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:23:• Manage perched and confined groundwater within the Made Ground encountered during R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28: Groundwater Management R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28:Perched groundwater and accumulated water are anticipated to be encountered within excavations and R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28:works. Excavations should be managed to maintain perched groundwater in the immediate vicinity it is R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:29:4.3.7.1 Removal of NAPL on Groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:29:If free phase NAPL is encountered on groundwater during excavation works, the Contractor shall R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:29:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:29:Section 1.4 localised NAPL is anticipated to be identified on perched groundwater within relic structures R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:29:to expose the groundwater table and identify if it is impacted by the above material. Should significant R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31: Ensure that no NAPL is present on No visible NAPL to be recorded on groundwater R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31: groundwater as far as is reasonably or accumulated water as far as reasonably R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:35:4.3.14.2 Groundwater Monitoring R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:35:The Contractor shall monitor groundwater levels in selected existing monitoring wells to manage the R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:35:The Contractor shall establish a groundwater sampling plan comprising selected existing monitoring R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:38: • Groundwater elevation data; and, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:38: • Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:38: • Groundwater testing from on site wells to confirm aquifer conditions during remediation; and, R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:43:ammonia, sulphate, pH. On-Site Groundwater Source R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:43: Off-Site Groundwater R-2021-1048-FFM-2021-83 EcIA NZT Remediation Rev A.PDF:14:iv. Reduced groundwater infiltration caused by the development. R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:3: 4.6 Groundwater……………………………………………………………………………………………….. 4‐8 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:6:higher than the screening criteria values. Groundwater testing indicates exceedances of Cyanide, R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:6:groundwater. R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:8:were mainly terminated once rockhead had been established. Groundwater was encountered at the R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:9:Leachate and groundwater values have been compared to acceptance criteria for transitional/ R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:10:although cobble and boulder sized fragments were also encountered. Groundwater was R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:10:clinker were also encountered. Groundwater was encountered in many of the excavations, which R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:11:full depth. Groundwater was encountered in many of the excavations, which were terminated upon R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:11:Groundwater was general not encountered within the excavations, which typically achieved depths R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:12:suspected refractory brick. Groundwater was encountered in each of the excavations, which were R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:12:concrete, timber and metal fragments. Groundwater was encountered in a number of excavations, R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:18:Groundwater was encountered in many excavations, which were ceased upon the ingress of water. R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:18:excavations being terminated earlier. Groundwater strikes were also encountered within each of the R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:18:Groundwater was encountered in many excavations, which were ceased upon the ingress of water. R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:18:Groundwater strikes were also encountered within each of the boreholes; occurring within both R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:24:required to establish the actual effect the leachable contaminants are having on the groundwater. It R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:24:to be present in shallow groundwater. R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:25:4.6 Groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:25:Groundwater and gas monitoring standpipes were installed within each of the boreholes sunk in R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:25:areas C and D as part of the July 2017 ground investigation. At the time of reporting groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:25:Table 3.5 Areas C and D Groundwater Analysis R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:28:leaching from the Made Ground in concentrations sufficient to impact groundwater. R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:43:@ 2.1mbgl) predominantly gravel. As this material was sampled following a groundwater strike, it is R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:52:within the site (assuming mobile groundwater) in accordance with BRE Special Digest 1:(2005) is R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:53:higher than the screening criteria values. Groundwater testing indicates exceedances of Cyanide, R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:54:groundwater. R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:55:groundwater leading to damage to drainage Infrastructure and unsightly deposits in watercourses. It R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:106: From 3.2m: Groundwater in flow, Slightly discoloured. R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:162: places. (damp but no obvious groundwater inflow) R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:185: From 3.3m: groundwater fast inflow R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:336: TP Terminated at 2.4m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:338: TP Terminated at 1.9m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:340: TP Terminated at 2.5m due to groundwater - fast inflow R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:341: unknown due to groundwater). Fragment of tile (pipe?) R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:341: TP Terminated at 3.1m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:344: TP Terminated at 2.2m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:349: 3.40 ES TP Terminated at 3.6m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:349: TP Terminated at 3.6m due to groundwater 4 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:356: TP Terminated at 2.9m due to groundwater and collapsing R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:357: TP Terminated at 2.9m due to groundwater and collapsing R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:359: TP Terminated at 2.3m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:360: TP Terminated at 2.2m due to groundwater - fast inflow from 2m R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:363: From 3.0m: Hydrocarbon odour. Example taken. No groundwater 3 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:365: From 4.0m: Groundwater settled after 10 mins at 4.0m. 4 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:381: TP Terminated at 3.6m due to groundwater 1 R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:385: TP Terminated at 3.8m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:388: TP Terminated at 4.1m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:391: TP Terminated at 4m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:393: TP Terminated at 3.7m due to groundwater R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:397: TP Terminated at 2.4m due to groundwater 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:contaminants of Concern measured in groundwater were identified above the Water 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:In terms of groundwater and with the proposed industrial setting of the site not R-2021-0100-CD-COMPLIANCE OFFFICER REPORT.pdf:3:drinking water, would be desirable. On this basis, groundwater underlying the site is R-2021-0100-CD-COMPLIANCE OFFFICER REPORT.pdf:3:proven to be in good condition and that groundwater is not in continuity with the R-2021-0100-CD-COMPLIANCE OFFFICER REPORT.pdf:3:concentrations of Contaminants of Concern measured in groundwater is considered 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: contaminants of Concern measured in groundwater were identified above the Water 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:2: In terms of groundwater and with the proposed industrial setting of the site not R-2021-0100-CD-MGE04321 Cont Land.pdf:2: drinking water, would be desirable. On this basis, groundwater underlying the site is R-2021-0100-CD-MGE04321 Cont Land.pdf:2: proven to be in good condition and that groundwater is not in continuity with the R-2021-0100-CD-MGE04321 Cont Land.pdf:2: concentrations of Contaminants of Concern measured in groundwater is considered R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:3: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:6: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:6: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:9: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:12: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:12: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:15: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:15: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:18: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:18: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:21: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:25: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:25: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:29: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:29: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:32: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:32: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:35: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:38: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:41: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:47: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:47: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:50: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:50: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:53: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:53: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf:70: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:1: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:4: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:7: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:7: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:10: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:13: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:13: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:16: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:19: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:23: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:26: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:26: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:29: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:29: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:33: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:36: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:39: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:43: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:43: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:46: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:46: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:49: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:49: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:51: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:51: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:53: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part5.pdf:53: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:4:4.3.2 Interaction with Groundwater ………………………………………………………………………………………………13 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:6:Figure 3a Groundwater Elevation Plot – Monitoring Wells Screening the Bedrock R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:6:Figure 3b Groundwater Elevation Plot – Monitoring Wells Screening the Superficial Deposits 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:(Arcadis 2020a). Additional groundwater and surface water monitoring has since been undertaken by AEG R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:10:and represents the most recent water quality data available for the site (Arcadis 2020c). Groundwater and R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:10:that the risk to controlled waters (both groundwater and surface waters) was moderate / low and commented R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:10:that the groundwater within the area is recognised by the Environment Agency as being non-viable. The focus 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:11:of 12no. groundwater monitoring wells including 2no. twin installations which screened different strata R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:11:underlying the site. The first round of groundwater monitoring using the newly installed monitoring wells was R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:11:within 1 km of the site. Based on the groundwater elevation data collected from the monitoring wells in May R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:11:2020, the groundwater flow direction within both the superficial deposits and the bedrock is towards the north R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:11:parts of the site, both groundwater and surface water were considered potential controlled waters receptors 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 groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:  Leaching of CoC from Made Ground to groundwater in the Tidal Flat Deposits (Secondary (A) Aquifer R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:  Horizontal migration of contaminated groundwater to the on-site watercourses R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:  Migration of CoC in groundwater onto site from off-site sources R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:  Migration of CoC in groundwater off-site R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:A risk to human health from concentrations of CoC measured in groundwater was not identified as part of the R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:dichloroethane were measured in leachate and/or groundwater in excess of Drinking Water Standards (DWS) R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:12:leachate and groundwater and additionally the presence of NAPL and tar. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:13:Additional monitoring of the groundwater and the surface water was undertaken by AEG at the site following R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:13:  Measurement of groundwater elevation on 15th June and 30th June R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:13:  Sampling of groundwater on 15th June and 1st and 2nd July 2020 with subsequent laboratory analysis 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:15: Review of the viability of aquifers for groundwater abstraction in the context of additional permeability R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:15: data, additional groundwater elevation data and detailed review of the results of the ground investigation R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:15: Made Ground is not considered to be a groundwater receptor. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:15: groundwater within the Glacial Lacustrine and the Glacial Till deposits is R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:15: limited amounts of groundwater due to localised features. Mercia R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:16: groundwater in the area is recognised by the Environmental Agency as R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:16: Redcar Mudstone of the Wood 2019 report which stated that the groundwater in the area is R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:16: Sandstone this aquifer is likely to have limited connectivity with groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:16:Deposits is not considered to have a significant potential for future groundwater abstraction. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:16:The Sherwood Sandstone is a Principal Aquifer and as such, most likely to be abstracted for groundwater. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:16:Groundwater within the remaining aquifers are classified as Secondary B Aquifers, Secondary Undifferentiated R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:16:Aquifers or Unproductive Strata and as such are less likely to support sufficient groundwater yields to be R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:16:findings of the Wood 2019 report which stated that the groundwater in the area is recognised by the R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:be unlikely support significant groundwater flow (or abstraction). R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:unlikely to support significant groundwater flow (or the yields likely required for a viable abstraction). R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:The site is not located in, or within 1km of an SPZ or a Drinking Water Safeguard Zone for groundwater. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:and historical location of the site, an assessment of the salinity of the groundwater and monitoring for tidal R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:influence at the site was undertaken to determine the natural quality of the groundwater underlying the site. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:Laboratory analysis of the groundwater and the results of the tidal monitoring are presented in Arcadis 2020c. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:measured in groundwater underlying the site were calculated to indicate whether the groundwater was fresh, R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:brackish or saline. Of the 12 groundwater samples collected in May 2020 (including groundwater from the R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:Penarth Group), concentrations of NaCl in all 12 were less than 500 mg/l indicating that the groundwater in R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:these units is fresh water. When groundwater collected in June 2020 and again in July 2020 was tested, R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:concentrations of NaCl in groundwater sampled from the remaining two samples (BH109 and BH110) were R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:that the groundwater to the west of the site, in the bedrock may be brackish. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:A laboratory test for %salinity was also completed for the same groundwater samples. A comparison of the R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:salinity in the groundwater to the salinity of seawater suggested that the majority of the groundwater samples R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:considered to be better representative of groundwater conditions. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:Overall, concentrations of NaCl measured in the groundwater suggest that much of groundwater underlying R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:Regular cyclical changes in the groundwater level were recorded in the monitoring wells however the peaks R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:influenced groundwater. The peaks and troughs were generally 8 hours apart and the change in water level R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:BH108D were interrupted by larger variations in groundwater elevation (in the order of 15cm and over a period R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:there is insufficient evidence to conclusively state that the groundwater is tidally influenced. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:Groundwater underlying the site was largely found to be fresh based on calculated concentrations of NaCl R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:measured in groundwater samples with the exception of groundwater in BH109 and BH110 during monitoring R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:in June and July 2020. Both BH109 and BH110 screen bedrock in the west of the site and groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:water may indicate sporadic saline intrusion into the groundwater in the bedrock underlying the site. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:The overall suitability of the groundwater for abstraction, now or in the future, is considered to be low. The R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:Sandstone Aquifer, which is a Principal Aquifer, protected from the shallow groundwater by a significant R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:On this basis, groundwater underlying the site is considered to be of low resource potential and has not been R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:18:considered as a receptor of concern. On this basis, further consideration of groundwater within the underlying R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19: River Tees is likely to influence the regional groundwater system. The groundwater flow R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:4.3.2 Interaction with Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:Groundwater has been identified in both the superficial deposits and bedrock underlying the site. Water has R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:groundwater bodies in the superficial deposits and bedrock which show a coherent groundwater flow direction, R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:The groundwater flow direction in the superficial deposits inferred from site groundwater elevation data is R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:or cross gradient of the groundwater flow direction and the risk to Holme Beck is therefore considered to be R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:proven to be in good condition and that shallow groundwater is not in continuity with the water in the culvert, R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:the risk to Knitting Wife Beck from concentrations of CoC measured in groundwater is considered to be low. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:Beck, provided that the culvert can be proven to be in good condition and that shallow groundwater is not in R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:in shallow groundwater is considered to be low. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:the site and runs eastwards towards the North Sea, the inferred groundwater flow direction is considered to R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:be in line with regional hydrogeology. Groundwater Elevation is presented on Figure 3a for monitoring wells 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:20:dispersion and dilution as the groundwater migrates. The risk to the River Tees from concentrations of CoC R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:20:measured in groundwater is considered to be low. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:20:on this and that the bulk of the groundwater flow direction on the site is to the north, north-east and east, R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:20:condition and that groundwater is not in continuity with the water in the culvert, the risk to Knitting Wife Beck R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:20:and the Cross Connector from concentrations of CoC measured in groundwater is considered to be low. 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:site. Naphthalene was not measured above the human health GAC in groundwater. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:The highest concentration of free cyanide measured in groundwater during the May 2020 and June 2020 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:21:in the groundwater were an order of magnitude lower than those observed in monitoring well BH110. 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:and groundwater were not measured in excess of the GAC derived. 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:findings of the remediation options appraisal (Arcadis 2020b) and the collection of additional groundwater and 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:26:Further assessment of the applicability of water resources associated with the site (groundwater in the R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:With regard to groundwater, whilst the majority of groundwater underlying the site was indicative of freshwater, R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:concentrations of NaCl calculated in the groundwater samples collected in June 2020 and July 2020 indicated R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:groundwater in the bedrock in the west of the site was brackish. This suggests there may be periodic saline R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:intrusion into the bedrock and should pumping of the groundwater be undertaken, further saline intrusion may R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:groundwater by a significant thickness of Mercia Mudstone. The permeabilities of the underlying superficial R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:groundwater underlying the site was considered to be of low resource potential and has not been considered R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:26:and that the bulk of the groundwater flow direction on the site is to the north, north-east and east making Holme R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:27:condition and that groundwater is not in continuity with the water in the culvert, the risk to Knitting Wife Beck R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:27:and the Cross Connector from concentrations of CoC measured in groundwater is considered to be low. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:29: GROUNDWATER IN THE R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:31: Groundwater elevation data collected by AEG in May and June R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:31: Figure 3a - Groundwater Elevation Plot - R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:32:15 June: 6.87 m AOD Groundwater elevation data collected by AEG in May and June R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:32: Figure 3b - Groundwater Elevation Plot - R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:35: HO (TREATED AS PER GROUNDWATER KNITTING WIFE BECK (UNPR R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:35: (UNPRODUCTIVE STRATA) GROUNDWATER (SUPERFICIAL) MERIA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:35: GROUNDWATER (BEDROCK) SHERW R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:38: groundwater, building fabric or other samples) have not been 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: groundwater. The vapour migration pathway to indoor air is assessed via the Johnson and R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41:Assessment of Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41:human health from groundwater, as such RBCA (v2.6) has been selected to assess the vapour pathway in R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:41:relation to groundwater. Additionally, RBCA has the ability to assess exposure from the vapour pathways with 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:  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: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: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:46:Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: Distance to ground surface / building foundation from groundwater Adopted from Arcadis in-house GAC (generic assumption around depth to R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:47: (m) groundwater) in the absence of a LQM appropriate value 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: Ingestion / Discharge to Surface Water Groundwater Volatilization to Indoor Air Indoor Air R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:53:GROUNDWATER SSTL VALUES 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:53: Groundwater Ingestion / Groundwater Volatilization Groundwater Volatilization R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:3: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:3: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:10: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:10: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:14: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:14: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:20: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:26: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:26: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:29:Groundwater Observations Made at the Time of Site Works R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:35:Groundwater Monitoring Results R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:46:Continuous Groundwater/Tidal Monitoring Results R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:47: GROUNDWATER MONITORING DATA R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:47: GROUNDWATER MONITORING DATA R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:47: groundwater. Note also slight R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:48: GROUNDWATER MONITORING DATA R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:48: GROUNDWATER MONITORING DATA R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:48: groundwater. Increase R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:49: GROUNDWATER MONITORING DATA R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:49: GROUNDWATER MONITORING DATA R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part8.pdf:50: GROUNDWATER MONITORING DATA R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:4: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:4: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:7: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:7: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:10: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:10: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:13: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:13: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:16: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:16: Groundwater seepage at 2.00m BGL (slight inflow). R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:19: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:22: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:22: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:25: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:28: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:31: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:34: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:34: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:37: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:40: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:43: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:43: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:46: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:46: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:49: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:49: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:52: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:55: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part6.pdf:55: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Groundwater ……………………………………………………………………………………………………………………….. 7 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Groundwater ……………………………………………………………………………………………………………………… 7 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Human Health Groundwater Risk Assessment …………………………………………………………………….12 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Groundwater Risk Assessment …………………………………………………………………………………………..12 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Groundwater …………………………………………………………………………………………………………………….12 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Qualitative Risk Assessment for Substances in Groundwater without WQS …………………………….. 17 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:6:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:7:  Two groundwater sampling events at all newly installed monitoring wells; R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:7: locations due to obstructions. Groundwater was identified within Made R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8:A full summary of the hydrogeology at the site is given in Arcadis 2020a. Two additional rounds of groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8:The range in groundwater elevations measured over the three rounds of monitoring are briefly summarised R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Groundwater Groundwater Groundwater Depth to R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8:Over the three monitoring visits, groundwater flow direction within the superficial deposits has varied based on R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8:interpolation of the groundwater elevations to form groundwater elevation contours, and been towards the east R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Groundwater Groundwater Groundwater Depth to R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:Mercia Mudstone. Based on the consecutive groundwater elevations measured, the groundwater in BH105 is considered R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:Over the three monitoring visits, the inferred groundwater flow direction within the bedrock has been towards R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:North Sea. As such, the groundwater flow direction inferred for groundwater in both the superficial deposits R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:monitoring groundwater recharge in four monitoring well locations in June and July 2020: R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:Groundwater monitoring for potential tidal influence was undertaken by AEG in BH101D (located in the R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:Regular cyclical changes in the groundwater level were recorded in the monitoring wells. However, the peaks R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:influenced groundwater. The peaks and troughs were generally 8 hours apart and the change in water level R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:BH108D were interrupted by larger variations in groundwater elevation (in the order of 15cm and over a period R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:there is insufficient evidence to conclusively state that the groundwater is tidally influenced. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:measured in the groundwater samples collected assuming all chloride resulted from NaCl. The concentration R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:used to determine whether the groundwater underlying the site was likely to be saline, brackish or fresh. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:Two additional groundwater monitoring visits and one round of surface water monitoring have been undertaken R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:AEG factual report in Appendix C. The results of the groundwater monitoring are briefly discussed in section R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12: Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12: Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:the base of the Superficial Deposits but in continuity with groundwater in the bedrock. A further four wells R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:screen the bedrock and one well is screened across the Made Ground. The results of all three groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:Metals were measured in all groundwater samples; barium, boron, calcium, manganese, sodium, and iron R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:generally lower in the latter two groundwater samples collected. Metals concentrations in the Superficial R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:Elevated levels of sulphate and chloride were measured in all samples. The pH of the groundwater in wells R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:pH<8.5. Groundwater from monitoring well Prairie_AUK_BH102 screened across Made Ground measured R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:in groundwater samples from at least one visit and free cyanide was less than MDL. Total cyanide was R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:Free cyanide was measured above MDL in the following groundwater samples: R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:Concentrations of TPH were measured in groundwater sampled from Prairie_AUK_BH109 on all three R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:conditions. In all monitoring wells with the exception of PRAIRIE_AUK_BH108S groundwater was resting R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:14:surface ground gas condition, this is expected as the monitoring well was designed to assess groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17: Human Health Groundwater Risk Assessment R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17: Groundwater Risk Assessment R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Concentrations of volatile contaminants in 36 groundwater and 2 surface water samples were screened against R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:concentrations of CoC in groundwater is not considered to be significant. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Groundwater samples were not analysed for VOC in the latter two groundwater monitoring visits as such there R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Groundwater samples were analysed for inorganics. Free cyanide has been detected at concentrations above R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:MDL in the groundwater sampled over the three monitoring visits. Free cyanide can volatilise under certain 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:17: Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Twelve groundwater samples were obtained from the monitoring wells on each of the three sampling visits and R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:18:Mercia Mudstone. Based on the consecutive groundwater elevations measured, the groundwater in BH105 is considered R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22: Qualitative Risk Assessment for Substances in Groundwater without WQS R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22:groundwater samples, where tested. As such, this compound is not considered to pose a significant risk to R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22:Analysis of groundwater for VOCs was undertaken on the first monitoring visit (May 2020) only so discussion R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22:groundwater. Considering the site setting (close to saline coastal environment) these compounds are not R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:The risk to human health from concentrations of CoC in groundwater from chronic exposure has been R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:available, in any of the groundwater samples collected from the site. An appropriate GAC for free cyanide in R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:groundwater has not been identified and as such the risk to human health from concentrations of free cyanide R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:in groundwater cannot be ruled out. The Arcadis Detailed Conceptual Site Model and Risk Assessment report, R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:in groundwater from chronic health effects. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:Concentrations of multiple CoC in groundwater have been measured in excess of the WQS. In light of the R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:25:In line with previous findings, a number of concentrations of CoC measured in groundwater have been R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:33: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Groundwater Observation Made at the Time of Site Works 4 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Groundwater Monitoring Results 5 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Continuous Groundwater/Tidal Monitoring 7 R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:the ground and groundwater conditions on site prior to the proposed remediation works. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:this site in order to provide information on the subsurface ground and groundwater conditions as well as to R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:  Continuous groundwater/tidal monitoring. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:  Installation of gas/groundwater monitoring instrumentation. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:  Post site works gas/groundwater monitoring and groundwater sampling. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:3.6 Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:there is a possibility that this could have masked the discrete ingress of natural groundwater into the R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:Groundwater was encountered in the exploratory holes during the site works operation. Where groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:(collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:Site Works. Standing groundwater levels were recorded many exploratory holes at the beginning and/or end R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:Instruments were monitored for gas and groundwater on two occasions; one week after the completion of the R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:is presented as Field Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure 6 (Gas R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:order to assess groundwater fluctuations over the period of a complete tidal cycle. The tidal cycle readings R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:Groundwater sampling was undertaken from all but one (BH102) of the installations during the second round R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:log the groundwater level during the test. A mechanical slug was then used to perform variable head (rising R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:47:Groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:90:PRAIRIE_AUK_TP113 Machine excavated 3.80 Terminated due to concrete plinth and groundwater ingress. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:94: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:94: Groundwater seepage at 2.00m BGL. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:97: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:97: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:100: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:100: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:104: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:104: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:107: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:107: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:110: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:110: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:113: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:116: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:119: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:119: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:122: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:122: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:125: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:125: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:128: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:131:3.80 B10 Terminated at 3.80m BGL - due to concrete plinth and groundwater R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:131: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:139: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:144: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:144: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:147: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:147: Groundwater seepage at 2.60m BGL. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:150: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:150: Groundwater seepage at 1.40m BGL. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:153: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:156: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:156: Groundwater seepage at 1.50m BGL. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:159: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:162: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:165: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:168: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:171: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:171: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:175: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:175: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:177: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:177: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:180: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:180: Slight groundwater seepage (water perched on concrete base) at 2.70m BGL. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:183: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:186: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:186: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:189: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:192: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:192: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:195: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:195: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:198: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:198: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:201: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:205: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:205: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:209: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:209: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:212: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:212: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:215: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:218: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:227: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:227: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:230: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:230: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:233: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:233: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:236: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:239: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:239: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:242: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:242: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:245: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:248: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:251: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:254: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:254: Groundwater seepage at 1.70m BGL. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:257: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:257: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:259: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:259: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:261: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:261: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:263: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:263: Groundwater seepage at 1.20m BGL. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:266: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:269: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:269: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:271: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:271: Slight groundwater seepage at 1.70m BGL. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:274: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:274: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:277: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:277: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:281: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:281: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:284: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:284: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:287: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:287: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:290: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:290: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:293: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:296: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:299: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:299: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:302: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:305: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:305: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:308: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:311: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:315: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:318: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:318: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:321: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:321: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:325: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:328: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:331: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:335: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:335: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:338: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:338: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:341: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:341: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:343: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:343: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:345: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:345: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:349: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:349: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:352: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:352: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:355: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:355: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:358: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:358: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:361: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:361: Groundwater seepage at 2.00m BGL (slight inflow). R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:364: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:367: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:367: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:370: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:373: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:376: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:379: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:379: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:382: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:385: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:388: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:388: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:391: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:391: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:394: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:394: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:397: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:400: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:400: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:403: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:403: 2.50 due to groundwater filling up basement/cellar over time. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:406: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:408: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:411: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:414: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:414: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:417: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:420: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:423: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:423: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:428: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:432: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:436: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:436: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:440: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:440: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:444: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:444: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:448: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:448: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:452: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:456: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:461: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:465: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:465: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:472: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:472: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:476: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:476: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:482: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:488: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:488: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:491:Groundwater Observations Made at the Time of Site Works R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:497:Groundwater Monitoring Results R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:498: GROUNDWATER MONITORING RESULTS R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:499: GROUNDWATER MONITORING RESULTS R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:507:Continuous Groundwater/Tidal Monitoring Results R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:508: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:508: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:509: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:509: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:510: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:510: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:511: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1381: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1382: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1383: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1384: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1384: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1385: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1385: Groundwater seepage at 2.10m BGL (Slow inflow). R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1386: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1386: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1387: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1387: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1388: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1389: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1389: No groundwater inflow observed. R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1390: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1391: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1392: PLAN GROUNDWATER R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1416: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1416: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1417: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1417: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1418: GROUNDWATER MONITORING DATA R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1418: GROUNDWATER MONITORING DATA R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:3: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:4: Groundwater Observation Made at the Time of Site Works 4 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:5:order to provide information on the subsurface ground and groundwater conditions as well as to obtain R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:7:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:9:3.6 Groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:9:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:9:It should be noted that groundwater levels may vary due to seasonal and other effects. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:9:Groundwater was encountered in the majority of trial pits during the site works operation. Where groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:9:tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of Site Works. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:10:Standing groundwater levels were recorded in none of the drillholes at the beginning or end of each drilling R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:15:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:15:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:17:Groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:32: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:32: Groundwater seepage at 2.10m BGL (Slow inflow). R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:36: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:36: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:39: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:39: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:42: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:45: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:45: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:48: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:51: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:54: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:57: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:60: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:63: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:66: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:66: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:69:Groundwater Observations Made at the Time of Site Works R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf:53: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:1: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:4: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:4: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:7: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:7: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:10: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:13: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:16: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:19: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:19: Groundwater seepage at 1.70m BGL. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:22: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:22: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:24: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:24: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:26: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:26: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:28: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:28: Groundwater seepage at 1.20m BGL. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:31: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:34: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:34: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:36: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:36: Slight groundwater seepage at 1.70m BGL. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:39: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:39: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:42: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:42: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:46: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:46: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:49: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:49: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:52: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:52: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:55: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part4.pdf:55: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:3: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:4: Groundwater Observation Made at the Time of Site Works 4 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:4: Groundwater Monitoring Results 5 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:4: Continuous Groundwater/Tidal Monitoring Results 7 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:5:the ground and groundwater conditions on site prior to the proposed remediation works. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:5:this site in order to provide information on the subsurface ground and groundwater conditions as well as to R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:5:  Continuous groundwater/tidal monitoring. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:5:  Installation of gas/groundwater monitoring instrumentation. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:5:  Post site works gas/groundwater monitoring and groundwater sampling. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:7:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:3.6 Groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:there is a possibility that this could have masked the discrete ingress of natural groundwater into the R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:Groundwater was encountered in the exploratory holes during the site works operation. Where groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:(collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:Site Works. Standing groundwater levels were recorded many exploratory holes at the beginning and/or end R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:Instruments were monitored for gas and groundwater on three occasions; one week after the completion of R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:readings is presented as Field Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:9:order to assess groundwater fluctuations over the period of a complete tidal cycle. The tidal cycle readings R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:11:Groundwater sampling was undertaken from all but one (BH102) of the installations during the second round R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:11:log the groundwater level during the test. A mechanical slug was then used to perform variable head (rising R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:15:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:15:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:17:Groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:60:PRAIRIE_AUK_TP113 Machine excavated 3.80 Terminated due to concrete plinth and groundwater ingress. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:64: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:64: Groundwater seepage at 2.00m BGL. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:67: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:67: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:70: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:70: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:74: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:74: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:77: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:77: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:80: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:80: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:83: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:86: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:89: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:89: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:3: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:3: 2.50 due to groundwater filling up basement/cellar over time. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:6: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:8: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:11: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:14: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:14: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:17: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:20: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:23: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:23: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:28: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:32: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:36: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:36: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:40: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:40: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:44: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:44: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:48: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:48: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:52: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:56: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part7.pdf:61: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:4: Groundwater …………………………………………………………………………………………………………………….26 R-2021-0100-CD-Phase II ESA.pdf:5: Selection of Groundwater GAC …………………………………………………………………………………………..34 R-2021-0100-CD-Phase II ESA.pdf:5: Groundwater Risk Assessment …………………………………………………………………………………………..34 R-2021-0100-CD-Phase II ESA.pdf:5: Qualitative Risk Assessment for Substances in Groundwater Without GAC ……………………………..35 R-2021-0100-CD-Phase II ESA.pdf:5: Groundwater …………………………………………………………………………………………………………………….43 R-2021-0100-CD-Phase II ESA.pdf:5: Qualitative Risk Assessment for Substances in Leachate/Groundwater without WQS ……………….46 R-2021-0100-CD-Phase II ESA.pdf:6:GQRA – Summary of Groundwater Screen R-2021-0100-CD-Phase II ESA.pdf:8:ground investigation; any design should take this into consideration. It should also be noted that groundwater 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:  Installation of 12no. groundwater monitoring wells (including 2no. twin installations) with subsequent R-2021-0100-CD-Phase II ESA.pdf:9:  Groundwater sampling of all newly installed monitoring wells; R-2021-0100-CD-Phase II ESA.pdf:9:  Groundwater elevation survey of all newly installed monitoring wells. R-2021-0100-CD-Phase II ESA.pdf:17:encountering groundwater, hard strata, or the pit stability. R-2021-0100-CD-Phase II ESA.pdf:19:Previous investigations have indicated that shallow groundwater is present and was encountered between R-2021-0100-CD-Phase II ESA.pdf:19:0.5m and 2.5m bgl (Enviros 2008, MD2 2011). The site is not located within a Groundwater Source Protection R-2021-0100-CD-Phase II ESA.pdf:20:Groundwater was encountered in 56 out of 112 trial pits at depths of between 0.3m and 3.5m bgl, and noted R-2021-0100-CD-Phase II ESA.pdf:20:Groundwater is believed to be perched within the more granular horizons (and also within sub surface R-2021-0100-CD-Phase II ESA.pdf:20:structures) and flow dictated by localised preferential pathways. It was noted that groundwater levels within R-2021-0100-CD-Phase II ESA.pdf:20:the Made Ground showed considerable variation between adjacent trial pits indicating that groundwater is not R-2021-0100-CD-Phase II ESA.pdf:20:continuous in Made Ground across the site. Detail on the groundwater observations noted within trial pits is R-2021-0100-CD-Phase II ESA.pdf:20: Figure 7: Groundwater Within Made Ground R-2021-0100-CD-Phase II ESA.pdf:20:Groundwater levels recorded within the shallow superficial deposits during the site investigation are shown in R-2021-0100-CD-Phase II ESA.pdf:21: Groundwater R-2021-0100-CD-Phase II ESA.pdf:21: Borehole Aquifer to Groundwater R-2021-0100-CD-Phase II ESA.pdf:21:classified as non-aquifers. Groundwater flow within the Glaciolacustrine Deposits is indicated to the north to R-2021-0100-CD-Phase II ESA.pdf:21:Groundwater levels recorded within the bedrock deposits during the site investigation are shown in the table R-2021-0100-CD-Phase II ESA.pdf:21:below and on Figure 8 in Appendix A. The resting groundwater levels in the monitoring wells screened across R-2021-0100-CD-Phase II ESA.pdf:21:was noted that the resting groundwater elevations within the Mercia Mudstone are below those in the R-2021-0100-CD-Phase II ESA.pdf:21: Groundwater R-2021-0100-CD-Phase II ESA.pdf:21: Borehole Aquifer to Groundwater R-2021-0100-CD-Phase II ESA.pdf:22:The elevation data indicates that within the Redcar Mudstone Formation and Mercia Mudstone groundwater R-2021-0100-CD-Phase II ESA.pdf:22:migration of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till R-2021-0100-CD-Phase II ESA.pdf:25:Based on the inferred groundwater flow direction and position relative to the site the most likely source of off- R-2021-0100-CD-Phase II ESA.pdf:27: groundwater at base of the made ground. R-2021-0100-CD-Phase II ESA.pdf:27: groundwater. R-2021-0100-CD-Phase II ESA.pdf:27: groundwater at base of the made ground. R-2021-0100-CD-Phase II ESA.pdf:27: groundwater at base of the made ground R-2021-0100-CD-Phase II ESA.pdf:27: groundwater at base of the made ground R-2021-0100-CD-Phase II ESA.pdf:27: groundwater at base of the made ground R-2021-0100-CD-Phase II ESA.pdf:27: groundwater at base of the made ground R-2021-0100-CD-Phase II ESA.pdf:27: groundwater within made ground R-2021-0100-CD-Phase II ESA.pdf:32: Groundwater R-2021-0100-CD-Phase II ESA.pdf:32:Metals were measured in all groundwater samples; metals boron, calcium, manganese, sodium, and iron were R-2021-0100-CD-Phase II ESA.pdf:33:Elevated levels of sulphate and chloride were measured in all samples. The pH of the groundwater in wells R-2021-0100-CD-Phase II ESA.pdf:33:majority of the samples showing a pH<8. Groundwater from monitoring well Prairie_AUK_BH102 screened R-2021-0100-CD-Phase II ESA.pdf:33:Concentrations of TPH were measured in groundwater sampled from three monitoring wells: R-2021-0100-CD-Phase II ESA.pdf:33:Low levels of VOC primarily alkyl benzene derivatives were identified in groundwater sampled from 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: 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: bgl in natural deposits, <1m bgl in some Made Ground), direct contact pathways in relation to groundwater R-2021-0100-CD-Phase II ESA.pdf:33: are not considered active for groundwater within the natural deposits but potentially active for perched water 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:34:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and R-2021-0100-CD-Phase II ESA.pdf:34:considered groundwater receptors at the site. The Glacial Till and Glaciolacustrine Deposits which underly the 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: B. Vapour inhalation of indoor and outdoor air from volatile contamination in shallow groundwater, R-2021-0100-CD-Phase II ESA.pdf:40: Selection of Groundwater GAC R-2021-0100-CD-Phase II ESA.pdf:40:in groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater. R-2021-0100-CD-Phase II ESA.pdf:40: Groundwater Risk Assessment R-2021-0100-CD-Phase II ESA.pdf:40:Concentrations of volatile contaminants in 12 groundwater samples were screened against the inhalation GAC R-2021-0100-CD-Phase II ESA.pdf:40:health from inhaling volatile contaminants emanating from groundwater beneath the site (potential pollutant R-2021-0100-CD-Phase II ESA.pdf:40:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2021-0100-CD-Phase II ESA.pdf:40:in groundwater is not considered to be significant. R-2021-0100-CD-Phase II ESA.pdf:41: Qualitative Risk Assessment for Substances in Groundwater Without GAC R-2021-0100-CD-Phase II ESA.pdf:41:Many were not measured above MDL in groundwater. Based on a review of the MDLs, these are not R-2021-0100-CD-Phase II ESA.pdf:41:hydrocarbon fuels. Both compounds were measured above MDL in one groundwater sample only, taken from R-2021-0100-CD-Phase II ESA.pdf:41:BH109. The maximum concentration of TPH was identified in the same groundwater sample. On this basis it R-2021-0100-CD-Phase II ESA.pdf:41:groundwater sampled from one location screening the Glaciolacustrine Deposits (BH101S). Given the R-2021-0100-CD-Phase II ESA.pdf:43: 1) Leaching of CoC from Made Ground to groundwater in Tidal Flat Deposits R-2021-0100-CD-Phase II ESA.pdf:43: 3) Horizontal Migration of contaminated groundwater to the on-site watercourse R-2021-0100-CD-Phase II ESA.pdf:43: 4) Migration of CoC in groundwater onto site from off-site sources R-2021-0100-CD-Phase II ESA.pdf:43: 5) Migration of CoC in groundwater off site. 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:49: Groundwater R-2021-0100-CD-Phase II ESA.pdf:49:Twelve groundwater samples were obtained from monitoring wells and three grab samples were collected R-2021-0100-CD-Phase II ESA.pdf:52:It is noted that the groundwater pH in the Made Ground is alkaline (pH 12.5) and the pH of the groundwater is R-2021-0100-CD-Phase II ESA.pdf:52: Qualitative Risk Assessment for Substances in Leachate/Groundwater R-2021-0100-CD-Phase II ESA.pdf:52:any of the leachate or groundwater samples, where tested. As such, this compound is not considered to pose R-2021-0100-CD-Phase II ESA.pdf:52:below MDL in the groundwater samples, these contaminants are not considered to represent a risk to water R-2021-0100-CD-Phase II ESA.pdf:52:Four of the compounds, magnesium, sulphate, sulphur and chloride are present naturally in groundwater. R-2021-0100-CD-Phase II ESA.pdf:53:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2021-0100-CD-Phase II ESA.pdf:53:concentration of chromium also measured in groundwater sampled from this location. Given the distribution of 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:56:including slag materials) and groundwater were assessed using GAC. Concentrations of arsenic and PAHs R-2021-0100-CD-Phase II ESA.pdf:56:of human health in groundwater. 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:samples from the Made Ground, superficial deposits and the bedrock. Dissolved contaminants in groundwater R-2021-0100-CD-Phase II ESA.pdf:56:into shallow groundwater from the slag deposits and hydrocarbon impacts on the site. R-2021-0100-CD-Phase II ESA.pdf:56:measured in leachate and groundwater and the presence of NAPL and tar. R-2021-0100-CD-Phase II ESA.pdf:65:Title: Prairie - Groundwater Identified in Trial Pits R-2021-0100-CD-Phase II ESA.pdf:66: Title: Groundwater Elevations R-2021-0100-CD-Phase II ESA.pdf:72: On-Site Groundwater Source R-2021-0100-CD-Phase II ESA.pdf:72:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2021-0100-CD-Phase II ESA.pdf:74: On-Site Groundwater Source R-2021-0100-CD-Phase II ESA.pdf:74:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2021-0100-CD-Phase II ESA.pdf:81: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:81: Groundwater seepage at 2.00m BGL. R-2021-0100-CD-Phase II ESA.pdf:84: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:84: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:87: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:87: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:90: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:90: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:93: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:93: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:96: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:96: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:99: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:99: Groundwater seepage at 2.00m BGL. R-2021-0100-CD-Phase II ESA.pdf:102: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:102: Groundwater seepage at 2.30m BGL. R-2021-0100-CD-Phase II ESA.pdf:105: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:105: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:108: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:108: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:111: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:111: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:114: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:117:3.80 B10 Terminated at 3.80m BGL - due to concrete plinth and groundwater R-2021-0100-CD-Phase II ESA.pdf:117: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:117: Groundwater seepage at 1.70m BGL. R-2021-0100-CD-Phase II ESA.pdf:120: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:120: Groundwater seepage at 0.50m BGL. R-2021-0100-CD-Phase II ESA.pdf:123: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:126: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:126: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:129: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:132: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:135: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:138: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:138: Groundwater seepage at 1.50m BGL. R-2021-0100-CD-Phase II ESA.pdf:141: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:141: Groundwater seepage at 1.30m BGL R-2021-0100-CD-Phase II ESA.pdf:144: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:144: Groundwater strike at 0.90m BGL. R-2021-0100-CD-Phase II ESA.pdf:147: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:150: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:150: Groundwater strike at 0.60m BGL. R-2021-0100-CD-Phase II ESA.pdf:153: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:153: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:156: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:156: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:158: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:158: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:161: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:161: Slight groundwater seepage (water perched on concrete base) at 2.70m BGL. R-2021-0100-CD-Phase II ESA.pdf:164: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:167: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:167: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:170: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:173: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:173: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:176: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:176: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:179: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:179: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:182: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:182: Groundwater seepage at 1.90m BGL. R-2021-0100-CD-Phase II ESA.pdf:185: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:185: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:188: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:188: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:191: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:191: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:194: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:197: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:197: Groundwater seepage at 0.30m BGL. R-2021-0100-CD-Phase II ESA.pdf:200: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:200: Groundwater seepage at 0.50m BGL R-2021-0100-CD-Phase II ESA.pdf:205: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:205: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:208: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:208: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:211: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:211: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:214: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:217: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:217: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:220: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:220: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:223: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:226: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:229: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:232: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:232: Groundwater seepage at 1.70m BGL. R-2021-0100-CD-Phase II ESA.pdf:235: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:235: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:237: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:237: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:239: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:239: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:241: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:241: Groundwater seepage at 1.20m BGL. R-2021-0100-CD-Phase II ESA.pdf:244: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:247: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:247: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:249: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:249: Slight groundwater seepage at 1.70m BGL. R-2021-0100-CD-Phase II ESA.pdf:252: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:252: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:255: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:255: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:259: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:259: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:262: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:262: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:265: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:265: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:268: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:268: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:271: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:274: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:277: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:277: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:280: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:283: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:283: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:286: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:289: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:292: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:295: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:295: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:298: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:298: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:301: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:304: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:307: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:311: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:311: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:314: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:314: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:317: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:317: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:319: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:319: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:321: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:321: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:325: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:325: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:328: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:328: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:331: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:331: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:334: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:334: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:337: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:337: Groundwater seepage at 2.00m BGL (slight inflow). R-2021-0100-CD-Phase II ESA.pdf:340: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:343: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:343: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:346: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:349: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:352: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:355: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:355: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:358: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:361: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:364: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:364: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:367: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:367: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:370: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:370: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:373: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:376: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:376: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:379: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:379: 2.50 due to groundwater filling up basement/cellar over time. R-2021-0100-CD-Phase II ESA.pdf:382: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:384: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:387: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:390: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:390: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:393: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:396: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:399: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:399: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:404: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:408: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:408: Groundwater seepage at 1.80m BGL (heavy inflow). R-2021-0100-CD-Phase II ESA.pdf:412: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:412: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:416: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:416: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:420: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:420: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:424: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:424: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:427: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:427: No groundwater encountered. R-2021-0100-CD-Phase II ESA.pdf:431: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:435: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:439: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:439: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:445: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:445: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:449: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:449: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:454: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:459: PLAN GROUNDWATER R-2021-0100-CD-Phase II ESA.pdf:459: No groundwater inflow observed. R-2021-0100-CD-Phase II ESA.pdf:735:NVP Contaminant has low vapour phase in groundwater R-2021-0100-CD-Phase II ESA.pdf:736:GQRA – Summary of Groundwater Screen R-2021-0100-CD-Phase II ESA.pdf:737:Table G1: Groundwater GAC Protective of Human Health and Water Resources R-2021-0100-CD-Phase II ESA.pdf:737:NVP Contaminant has low vapour phase in groundwater R-2021-0100-CD-Phase II ESA.pdf:738:Table G2: Groundwater GAC Protective of Human Health and Water Resources R-2021-0100-CD-Phase II ESA.pdf:738:NVP Contaminant has low vapour phase in groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:3:5.3. Groundwater Strikes 21 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:5:Table 5-2 - Summary of groundwater strikes encountered on site 21 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:10:lower permeability layers which may store and yield limited amounts of groundwater due to localised features R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:10:The site is not located within a groundwater source protection zone and there are no abstractions within 1km of R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Groundwater – Secondary B Aquifer underlying site and Secondary A Aquifer (Tidal Flats) north of 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 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 Lateral migration between groundwater and surface water; 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: extensive slag deposits; groundwater existing Eston Road which will be upgraded where it bounds R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:15: groundwater-derived on site to variable depths resulting in a potential source of R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:16: to groundwater in (off site superficial Given the industrial legacy, Made Ground including slag is R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:16: Migration of contaminants unlikely to be a significant source of groundwater. Additionally, R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:16: via preferential pathways. the site is not within a groundwater source protection zone. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: groundwater and Holme The River Tees is present approximately 2.00km north-west of R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: Surface water run-off; water run-off or by migration of groundwater due to the R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: and/or groundwater. associated drainage any confined spaces as part of the design and therefore there R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: and/or groundwater. that contamination from this site will pose unacceptable risk to R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:21:5.3. Groundwater Strikes R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:21:Table 5-2 below summarises the groundwater strikes encountered during the recent GI works. No groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:21:samples were collected as part of the Arcadis and supplementary ground investigation and no groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:21:Table 5-2 - Summary of groundwater strikes encountered on site R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:25:Standards (DWS) for groundwater, and freshwater and transitional Environmental Quality Standards (EQS) R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:25:In line with CL:AIRE guidance on Petroleum Hydrocarbons in Groundwater 24 speciated organics have been R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31:Groundwater at the site appears to be present within the Made Ground as perched water and strikes were seen R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31:Based on the low permeability of the rock deposits at the site, significant vertical flow of groundwater to aquifers R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31:or flow of groundwater towards the River Tees is considered to be unlikely. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: No licensed groundwater abstractions are present within 1km of the site and the site is outside of a R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: Groundwater SPZ; R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: Due to the industrial legacy of the site and resulting contamination, groundwater resources are unlikely to R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: deposits underlying the Made Ground, the risk to groundwater from these CoCs is considered to be low. 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:35: to groundwater in (off-site superficial Extensive Made Ground with slag was present across the site. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: bedrock. Secondary B Aquifer groundwater strikes were identified in the Made Ground or at R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: groundwater and Holme The River Tees is present approximately 2.00 km north-west of R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: and, groundwater or via migration via other pathways and surface R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:36: and/or groundwater. associated drainage design and therefore unlikely to be any build of ground gases. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:36: and/or groundwater. capping in situ as a preferred remediation option which will also R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:49: Uncertainty in Higher than anticipated groundwater level 2 3 6 Available GI data, including GI from outside the 1 3 3 R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:49: groundwater regime may cause poor sub-grade conditions. site to be used to ascertain the groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:Groundwater strikes recorded groundwater at depths between 0.6m and 3.5m bgl within the Made Ground or R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:Made Ground/Glaciolacustrine Deposits interface. Therefore, it is considered quite likely that groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:(off-site) and Secondary B Aquifers due to an absence of groundwater abstractions, groundwater not likely to R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:54:24 Contaminated Land: Applications in Real Environments, “Petroleum Hydrocarbons in Groundwater: R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:2: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:2: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:5: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:5: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:8: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:11:3.80 B10 Terminated at 3.80m BGL - due to concrete plinth and groundwater R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:11: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:15: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:15: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:19: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:24: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:24: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:27: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:27: Groundwater seepage at 2.60m BGL. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:30: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:30: Groundwater seepage at 1.40m BGL. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:33: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:36: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:36: Groundwater seepage at 1.50m BGL. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:39: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:42: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:45: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:48: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:51: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:51: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:55: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:55: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:57: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:57: No groundwater inflow observed. R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:60: PLAN GROUNDWATER R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part2.pdf:60: Slight groundwater seepage (water perched on concrete base) at 2.70m BGL. R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:19:Any groundwater recovered from excavations will be pumped and shall be treated in order to make R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:26: unmade ground where it could pollute groundwater; R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:26: unmade ground where it could pollute groundwater; R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:26: groundwater environment); R-2022-0050-FFM-0050 Dec.pdf:3: • groundwaters and surface waters, R-2022-0050-FFM-0050 Off Rep.pdf:10:• groundwaters and surface waters, R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:1:Risks to groundwater across the wider South Bank landholding including the area of the site were assessed in 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:6: PLAN GROUNDWATER R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:6: No groundwater inflow observed. R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:7: PLAN GROUNDWATER R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf:7: No groundwater inflow observed. R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:5: Groundwater Management ……………………………………………………………………………………… 16 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:8:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:10:horizontal and vertical migration of groundwater within more permeable horizons of the Glaciolacustrine R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:10:groundwater flow direction towards the north-east inferred from site data. It should be noted the inferred R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:10: Geology Aquifer Classification Groundwater flow R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:11: Arcadis2021b, the risk to water resource receptors is considered low. Underlying groundwater R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:11: due to changes in loading or groundwater regime; R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:15:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:17:• Manage perched and confined groundwater within the Made Ground encountered during R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22: Groundwater Management R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:Groundwater and accumulated water are anticipated to be encountered within excavations and R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:4.3.7.1 Removal of NAPL on Groundwater R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:to expose the groundwater table and identify if it is impacted by the above material and if groundwater R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:24: groundwater as far as is reasonably groundwater or accumulated water as far R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:31: • Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2021-0753-FFM-Arcadis GI and Drainage.pdf:1:Risks to groundwater across the wider South Bank landholding including the area of the site were assessed in 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:6: PLAN GROUNDWATER R-2021-0753-FFM-Arcadis GI and Drainage.pdf:6: No groundwater inflow observed. R-2021-0753-FFM-Arcadis GI and Drainage.pdf:7: PLAN GROUNDWATER R-2021-0753-FFM-Arcadis GI and Drainage.pdf:7: No groundwater inflow observed. R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:3: Flooding from Groundwater 14 R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:Flooding from Groundwater R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:The risk of flooding from groundwater is considered to be low, considering that the underlying geology is 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:14: Glacial Till Firm or stiff, locally soft to firm, 1.8 – 11.2 Not classified Groundwater only R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:15: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:15: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:26: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:26: The groundwater samples appear to be grab samples from trial pits. 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:  One round of groundwater monitoring from 10 groundwater metals, pH, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:27: Groundwater: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:27: Groundwater samples from the By Products Plant and SLEMS areas also indicated concentrations R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:27: GROs). Free product was noted in groundwater monitoring wells in the By Products area, 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: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:27: The groundwater results showed 30 - 62g/l of TPH at BH2B2 and BH2B3 in July 2007 and none in R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:27: 1B1 in January 2007. PAHs and BTEX were all below detection. No groundwater level data was R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:28: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to 6.84mAOD) and did 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:30: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: store and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: formal aquifer classification. Groundwater in the Made Ground is likely to be in continuity with groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: hydraulic continuity between groundwater in the Made Ground and shallow superficial deposits and surface R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: There are no licensed groundwater abstractions within 1km of the area. There are no SPZs within the site or R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or 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:31: is likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The presence R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: also influence groundwater flow. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: with shallow groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: Groundwater The groundwater sensivity has been based on The Guidance for the Safe Development of Housing on Land R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: groundwater abstractions within 2km and the area is not located within an SPZ. Given the widespread former R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: degradation of groundwater quality. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:32: continuity with shallow groundwater in Made Ground and potentially the Superficial deposits and therefore R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:32: receive groundwater baseflow. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:40: Groundwater testing by Enviros (2004) encountered elevated sulphate concentrations. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:40: Shadbolt Environmental investigations (2011) analysed groundwater samples, with results R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:41: (SLEMS). There were no groundwater abstractions within 1km of the site and no designated SPZs R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:41: Previous ground investigations indicate shallow perched groundwater at 1.5m to 2.5m depth. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:41:  Groundwater – Low Sensitivity, no groundwater abstractions, thick low permeability drift R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:41: waters in clay deposits of limited connectivity with groundwater in superficial deposits R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:42: Groundwater was encountered locally as perched water upon clay deposits in the base of the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:42: holes, and many of the exploratory holes were dry whilst open. Only 3 samples of groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:42: samples were from trial pits, and results may not be representative of groundwater conditions. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:42: Perched groundwater was encountered at depths of 0.5-2.5m bgl. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:42: Visual evidence of hydrocarbons was present in perched groundwater in the Coke Works, by- R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:43: Perched groundwater was encountered at the base of the Made Ground at depths of 2.3-3.0m bgl. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:43: benzo(a)pyrene locally in 2 samples. Groundwater results for the 3 samples tested were reported R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:43: users for a commercial/ industrial land use. The risks to controlled waters (groundwater and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:43: Perched groundwater was encountered at depths of 0.5-1.5m bgl. Groundwater flow was R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:44: Up to 15 samples of groundwater were analysed for a suite of potential contaminants. The results R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:44: UK drinking water standards). Elevated sulphate concentrations in groundwater was attributed to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:44: groundwater), with respect to elevated PAHs and hydrocarbons at the former Coke Works and By- R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:44:  Oily groundwater at the Blast Furnace and Power Station; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:45: Enviros trial pits encountered shallow groundwater between 1m and 2m depth on the western R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:45: deposits (laminated silt and clay). Perched groundwater has been encountered at the site, at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:45: notably elevated pH (alkaline conditions) present in slag at the site. Analysis of groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:46: Ground clay with occasional half of the site. Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:47: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:47: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:56: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area. 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: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:56: Groundwater was encountered at two locations in Made Ground at depths of 0.56m, and ~1.8m bgl; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:56: Groundwater levels across the site generally form a consistent pattern indicating groundwater flow in a north- R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:57: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:57: Groundwater was encountered at two locations in Made Ground at depths of 0.56m, and ~1.8m bgl. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:57: Groundwater levels across the site generally form a consistent pattern indicating groundwater flow in a north- R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:58: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not possible to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: classification. Groundwater in the Made Ground is likely to be in continuity with groundwater in the underlying R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: groundwater in the Made Ground and shallow superficial deposits and surface waters. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: investigation (Enviros, 2004) interpreted groundwater to have a general flow to the east. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: There are no licensed groundwater abstractions within 1km of the area There are no SPZs within the site or within R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or 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:60: likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The Sherwood R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: significant thickness of Mercia Mudstone, which will limit the vertical connectivity with shallow groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: Groundwater The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: Sensitivity groundwater abstractions and the area is not located within a SPZ. Given the widespread former and current R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: groundwater quality. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: Ground and Superficial deposits and therefore receive groundwater baseflow. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:77: CH2M Hill reviewed the Enviros (2004) groundwater monitoring data. One round of testing was R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:77: conducted, and cyanide and sulphur results exceeded the Tier 1 screening values in groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:79: Groundwater quality was found to not have changed significantly. Data indicated the continued R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:79: groundwater quality. Control levels were proposed for ammoniacal nitrogen, chromium, lead, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:79: Groundwater is reported as several metres below the base of the landfill. There is no leachate R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:80: canteen wastes have been disposed in the landfill. Groundwater below the Warrenby Landfill was R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:80: landfill indicates that groundwater quality is not significantly deteriorating in the vicinity of the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:80: limited evidence of groundwater deterioration but should be designed to encourage run off. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:88: Groundwater Leaching, infiltration and Pollution of Low Likelihood R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:88: (Medium) groundwater. Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:88: groundwater. Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:89: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:89: secondary Aquifer oil depot. Groundwater gen R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:89: SSSI) (Medium) oil depot. Groundwater gen R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:89: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:89: (Medium) and benzol. Groundwater g R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:89: and benzol. Groundwater g R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:90: Groundwater Infiltration and Migration via Pollution of Unlikely R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:92: groundwater quality. Based on the low sensitivity, productivity aquifer and saline intrusion into R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:92: groundwater beneath the site and surrounding area from the River Tees estuary, the site presents R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:92: a ‘Low to Moderate’ risk to groundwater. Groundwater within the area is recognised by the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:94:Remediation options associated solely with groundwater have not been taken forward for further appraisal, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:97: W = Groundwater and surface water organic Halogenated R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:113: means certain that even over a long period such b) Ground/groundwater contamination could be present on a R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:113: Circumstances are such that an event is not b) Ground/ groundwater contamination could be present R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:113: inevitable over the long-term, or there is evidence b) Ground/groundwater contamination could be present from R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:114: the EPA 1990, major impact on amenity groundwater close to smal R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:121:Groundwater & Contaminated Land - Advice to LPA R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:129:3.3 Groundwater Strikes ………………………………………………………………………………………………………….. 10 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:132:that groundwater levels may be subject to diurnal, tidal, seasonal, climatic variations and those recorded 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:140:3.3 Groundwater Strikes R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:140:Groundwater was encountered at 3.8m bgl in TP109 and at 4.0m bgl in TP111. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:195: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:195: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:198: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:198: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:201: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:201: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:204: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:204: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:207: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:210: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:213: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:213: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:216: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:216: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:219: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:219: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:222: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:222: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:223: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:223: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:226: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:226: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:229: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:229: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:232: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:232: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:235: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:235: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:238: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:238: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:241: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:244: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:244: No groundwater inflow observed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:247: PLAN GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:276:4.3 Groundwater Strikes …………………………………………………………………………………………………………….6 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:278: Installation of 2no. groundwater monitoring wells (BH4R, BHF), and 1no. combined groundwater / R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:282:screen groundwater present within the Made Ground. Soft to firm laminated clay was encountered R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:282:Combined permanent ground gas and groundwater monitoring wells were installed in all boreholes to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:282:enable long term monitoring of the gas and groundwater conditions at the Site. The details of installed R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:283:4.3 Groundwater Strikes R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:283:No definitive groundwater strikes were recorded during drilling, however, standing water was noted R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:325: 3.6.4 Groundwater…………………………………………………………………………………………. 3‐9 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:327:Table 3‐2 – Groundwater strike observations R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:327:Table 3‐3 – Summary of 2004 investigations groundwater monitoring in TS4 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:328:Table 4‐3 – Summary of geo‐environmental testing undertaken on groundwater samples R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:328:Table 4‐5 – Summary of groundwater results taken as part of the 2004 investigation R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:331:carbonate precipitates), which can be mobilised in surface and groundwater leading to damage to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:346: “Soil and Groundwater Enviros Factual report of a ground 2004 investigation R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:346: “Soil and Groundwater Enviros Interpretative report on the 2004 interpretative report R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:354:limited amounts of groundwater due to localised features such as fissures, thin permeable horizons and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:354:The site is not located within a Groundwater Source Protection Zone, nor within a surface water, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:354:groundwater or eutrophic Nitrate Vulnerable Area. The site has a Groundwater Vulnerability R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:355:3.6.4 Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:355:Groundwater was recorded within a number of historical boreholes sunk across the site. The R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:356:Table 3‐2 – Groundwater strike observations R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:No groundwater monitoring was undertaken as part of the 1999 investigation. Table 3.3 summarises the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:groundwater monitoring undertaken as part of the 2004 investigation. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:Table 3‐3 – Summary of 2004 investigations groundwater monitoring in TS4 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359: Location Groundwater Groundwater Response zone R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:Given the granular nature of the Made Ground and the location of the site it logical that groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:demonstrated by the 1.4m variation in groundwater elevation. The same is also likely for strike recorded R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:variable in terms of the volume of groundwater encountered, as given the bedrock material R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:The 2004 interpretative report concluded that groundwater levels across TS4 do not conform to any R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:consistent flow patterns, with groundwater typically only found within deeper monitoring boreholes. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:Generally the direction of flow was broadly towards the River Tees, with groundwater appearing to be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:370:anticipated groundwater flow is northwards towards the River Tees), there is a risk that contaminative R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:376:groundwater flow. Polychlorinated biphenly’s (PCBs) were once widely used as coolant and dielectric R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:376:upstream TS4. As such groundwater contaminated by these industries will flow towards the site. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:376:these activities are likely to be carried beneath the site by groundwater flow on its way toward the river. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:377:groundwater flow before entering the site. As such the risk of contamination associated with the fuel R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:393:Table 4‐3 – Summary of geo‐environmental testing undertaken on groundwater samples R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:400:backfilled reservoir and adjacent to the north of the By‐Products Plant and may indicate groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:401:Table 4‐5 – Summary of groundwater results taken as part of the 2004 investigation R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:409:  Migration via groundwater flows R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:410:  Controlled water – Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:418:precipitates). This can be mobilised in surface and groundwater leading to damage to drainage R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:420:thickness of the Made Ground, groundwater conditions beneath the site; and allow parameter to be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:421: Shallow groundwater Groundwater is likely to be at shallow Ground investigation and subsequent monitoring R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:421: affected by the tidal influence of the River to include piezometer wells and groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:422: specifically confined spaces and basement gas/groundwater monitoring wells. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:423:  Survey the existing groundwater and gas monitoring boreholes within the site R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:423: groundwater and gas monitoring as part of any future intrusive works. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:423: Groundwater monitoring piezometers made ground and sample natural superficials. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:423: groundwater and establish whether potential R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:423: Groundwater monitoring piezometers Installations to monitor and sample R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:423: within boreholes groundwater and establish whether potential R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Groundwater monitoring piezometers Boreholes to target former sub‐station, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: groundwater monitoring installations to be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: groundwater and establish whether potential R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Samples of geo‐environmental and Groundwater monitoring and sampling to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Groundwater monitoring piezometers through the wider site into the River Tees. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Groundwater monitoring piezometers sampling. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: superficials. Gas monitoring and groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Groundwater monitoring and sampling. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Groundwater monitoring piezometers Ground and allow for sampling of underlying R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: within boreholes superficials. Gas monitoring and groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Groundwater monitoring and sampling. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: Groundwater monitoring piezometers preliminary investigation to inform further R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: superficials. Gas monitoring and groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: Groundwater monitoring and sampling. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: Gas and groundwater monitoring Boreholes to determine thickness of Made R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: Gas monitoring and groundwater sampling R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: geotechnical testing. Ground and allow for groundwater monitoring R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: Gas monitoring and groundwater and sampling installations to be installed. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: Gas and groundwater monitoring site report shall detail staff, equipment, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Gas monitoring and groundwater sampling R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Groundwater monitoring and sampling vicinity of the former Electrostatic Precipitators R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Ground and allow for groundwater monitoring R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: geotechnical testing. Ground and allow for groundwater sampling, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Groundwater monitoring and sampling beneath the site and into the River Tees. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: 5No. rotary cored boreholes with cable Ground and allow for groundwater monitoring R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Groundwater monitoring and sampling R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Samples of geo‐environmental and Boreholes to allow installation of groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Gas and groundwater monitoring are not leaking from the depot. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:427: Gas and groundwater monitoring R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:429: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:429: Maintenance Workshops groundwater and site visitors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:430: Riverside Pump House Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:430: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:431: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:432: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:432: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:433: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:433: groundwater and site visitors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:434: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:434: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:435: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:436: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:436: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:437: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:437: groundwater and site visitors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:437: Groundwater /Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:438: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:439: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:439: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:440: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:441: Products Plant Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:441: Railway Lines and Sidings groundwater and site visitors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:441: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:442: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:443: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:443: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:444: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:445: Products Plant Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:445: Stocking Grounds groundwater and site visitors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:445: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:446: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:446: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:447: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:448: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:448: Miscellaneous Tanks and Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:449: groundwater and site visitors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:449: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:450: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:450: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:451: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:452: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:452: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:453: groundwater and site visitors solu R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:453: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:453: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:454: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:455: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:455: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:456: Galvanising Works Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:457: groundwater Human health ‐ X R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:457: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:457: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:458: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:459: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:459: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:460: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:461: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:461: groundwater and site visitors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:461: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:462: Groundwater Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:462: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:463: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:464: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:464: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:465: groundwater and site visitors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:465: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:466: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:466: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:467: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:468: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:469: Mild Pollution of non‐sensitive water resources. Pollution of non‐classified groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:487:2.1.4 Groundwater Investigation and Sampling Techniques and protocols 3 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:487:4.2.2 Groundwater Monitoring 9 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:489:and By-Products Plant. Groundwater monitoring wells were installed in each borehole to a 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:490:been proposed to monitor the groundwater boreholes to identify any loss of containment at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:490:In order to determine any breaches of containment, downgradient groundwater monitoring R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:490:Results from groundwater monitoring will be recorded within the EMS and reported to the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:492:excavated to a minimum depth of 10 metres and subsequently installed with groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:492:were installed with groundwater monitoring standpipes, as detailed in the borehole logs given R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:492:Soil and groundwater investigation and sampling techniques have not significantly changed R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:493:Boreholes were installed to provide groundwater Reference Data and allow for continued R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:493:drilling technique has been revised. The installation of groundwater monitoring boreholes at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:493:were installed with groundwater monitoring standpipes, as detailed in the borehole logs given R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:493:2.1.4 Groundwater Investigation and Sampling Techniques and protocols R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:493:Groundwater monitoring wells were installed in each borehole to a maximum depth of 13m R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:493:contamination. Installation of groundwater monitoring instruments will be conducted in R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:494:installation. Where more than one groundwater strike is recorded, the instrumentation will be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:494:designed to allow discrete groundwater sampling. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:494:Groundwater sampling was undertaken upon completion of drilling works. At each location R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:494:Sampling of groundwater from the boreholes will be undertaken in accordance with BS 6068- R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:494:chemical laboratory on the same day. Groundwater samples will be taken using Waterra R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:494:(2B1) with a combined gas and groundwater monitoring instrument at Source S3 (5×100,000 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:(12B1 to 12B3) with a combined gas and groundwater monitoring instrument at Source S63 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:positioned to the north, at down-gradient locations in the direction of groundwater flow. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:496:Groundwater was encountered within the estuarine alluvium at the base of the boreholes, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:496:groundwater was not encountered within any of the boreholes. Groundwater monitoring R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:Groundwater samples were taken from the three boreholes in order to define baseline R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:groundwater quality. Appendix E1.2 contains a summary of the results and full certificates of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:Perched groundwater was encountered within the Made Ground. The alluvial sand appeared R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:to be dry, and so groundwater monitoring installations were screened within the Made R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:Ground in order to monitor perched groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:Groundwater samples were taken from the three boreholes in order to define baseline R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:groundwater quality. Appendix E2.2 contains a summary of the results and full certificates of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:497:data established baseline conditions for land and groundwater from permit issue. It also 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:collection of Reference Data. The locations of the boreholes for groundwater monitoring are R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:499:4.2.2 Groundwater Monitoring R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:499:The log and completion details of each groundwater monitoring installation are contained in R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:499:Groundwater will be monitored at all boreholes installed for the collection of Reference data R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:499:groundwater quality due to the permitted activities that Reference Data is required for. Leaks R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:499:groundwater quality that may influence future monitoring rounds. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:500:Groundwater monitoring will be undertaken on an annual basis. Results will be recorded and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:500:groundwater monitoring results will be directly compared to those upgradient. If results R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:501:Results from groundwater monitoring will be recorded within the EMS and reported to the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:531:contamination and groundwater seepage/ inflow as the excavation progresses. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:531:and groundwater samples for chemical analysis, b) monitor the progress of the excavation and 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:of instability or groundwater seepage / inflow. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:531: Groundwater) R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:546:Appendix E1.2 Area 2 Groundwater Analysis R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:546:Appendix E2.2 Area 12 Groundwater Analysis R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:556: Appendix E1.2 Area 2 Groundwater Analysis R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:579: Appendix E2.2 Area 12 Groundwater Analysis R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:586:GROUNDWATER R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:588:SOIL Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:594: 3.1.4 Groundwater Investigation and Sampling Techniques and Protocols …………………………………………… 7 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:599: any release of polluting substances to ground and groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:600:Soil and groundwater samples collected will be sent for chemical analysis at an external UKCAS R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:600: • 1 borehole with a combined gas and groundwater monitoring instrument. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:601: • 4 boreholes with combined gas and groundwater monitoring instruments. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:602: • groundwater monitoring instrumentation to be installed to confirm the groundwater regime of the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:602:3.1.4 Groundwater Investigation and Sampling Techniques and Protocols R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:602:Groundwater monitoring wells will be installed in each borehole to a maximum depth of 10m depending on R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:602:Installation of groundwater monitoring instruments shall be conducted in accordance with BS 5930:1999 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:603:Groundwater sampling shall be undertaken upon completion of drilling works. At each location water R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:603:groundwater from the boreholes is to be undertaken in accordance with BS 6068-6.11:1993 (Ref. 7), with R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:603:stabilisation. Groundwater samples shall be taken using HDPE tubing dedicated to each well to prevent R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:604: • confirm the ground and groundwater aspect within the conceptual site model. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:604:where contamination is suspected. In addition a combined gas and groundwater monitoring instrument R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:604: • confirm the ground and groundwater aspect within the conceptual site model. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:605:contamination is suspected. In addition a combined gas and groundwater monitoring instrument shall be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:605:combined gas and groundwater monitoring instrument shall be installed to assess the level of perched R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:606:additional samples where contamination is suspected. In addition a combined gas and groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:613: groundwaters. 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: 3.13 Groundwater Results 56 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:638: 4.7 Groundwater Results 77 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:638: 5.11 Groundwater Results 117 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:Figure 9 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:Figure 10 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:Figure 11 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:639:9. Analysis Certificates, Groundwater And Surface Water R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:640: groundwater conditions across the Teesside Works. The investigation has been R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:640: groundwater samples in order to provide sufficient information on which to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:640: groundwater conditions across each of the three sites. In addition, operational, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:641: groundwater sampling. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:641: guidance values . Groundwater conditions are also described for each site. A 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: groundwater quality, and potential pathways for contaminant migration. The R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:643: groundwater monitoring (borehole logs are provided in Appendix 2-4). 20 tonne R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:644: 2.3.4 Groundwater Sampling R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:644: 2.3.5 Groundwater sampling was undertaken by an Enviros engineer upon R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:645: the borehole had purged dry prior to stabilisation. Groundwater samples were taken R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:645: the absence of either CLEA or DIVs. For groundwater and surface water, UK R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:645: groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:648: • Hydrogeology : Source Protection Zones, Groundwater Vulnerability, aquifer R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:648: classification and groundwater abstractions; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:648: groundwater and Tier 1 screening are summarised at the end of each section. 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:651: controlled water ie. surface water and groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: 3.3.5 The Redcar Works are not situated within a groundwater Source Protection R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: Zone designated by the Environment Agency (EA). There are no groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: 3.3.6 The Groundwater Vulnerability map classifies the drift of the Tidal Flats R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: potential to move rapidly to underlying strata or to shallow groundwater.” The R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: thick mudstone formations. Groundwater is abstracted from the Triassic Sandstone R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: perched groundwater within this range between permeable Made Ground, sands R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: groundwater flow is north north-west toward the River Tees and the North Sea and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: the Redcar Works. Groundwater monitoring over a twelve hour period showed that R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: the tidal influences on groundwater were not significant. The site geology and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:653: Source(s) Groundwater? Type R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:654: i s situated down gradient of the works with respect to the groundwater flow and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:654: surface water or groundwater. There are no other designated sensitive habitats in R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:654: 3.3.19 Migration of contaminants would be via groundwater and surface water to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:655: Groundwater Minor Aquifer Low Site underlain by a Minor Aquifer. No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:655: licensed groundwater abstractions within R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:655: Groundwater flow toward north nor th R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:655: and Coatham ecologically sensitive area. Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:655: sites Corus and groundwater and surface water to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:656: • Advancing t wo groundwater monitoring boreholes (11AB1, 11AB2) using a R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:656: encountered) and recovery of one groundwater sample. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:656: • Groundwater was encountered at six locations within the Made Ground at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:660: • Advancing two groundwater monitoring boreholes (12AB2, 12BB1) using a R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:660: encountered) and recovery of two groundwater samples. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:660: • Groundwater was encountered at several locations within the Made Ground at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:666: • Advancing two groundwater monitoring boreholes (13AB2, 13CB1) using a R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:666: encountered) and recovery of two groundwater samples. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:666: • Groundwater was encountered frequently in the Made Ground at depths of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:672: • Advancing two groundwater monitoring boreholes (14AB1 and 14AB2A) using R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:672: encountered) and recovery of two groundwater samples. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:672: • Groundwater was encountered at two locations at depths of 3.4 and 4.12m bgl; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:676: • Advancing three groundwater monitoring boreholes (15AB1-3) using a shell R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:676: encountered) and recovery of three groundwater samples. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:676: • Groundwater was encountered frequently (generally in the Made Ground) at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:686: • Advancing two groundwater monitoring boreholes (16BB1, 16AB2) using a R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:686: encountered) and recovery of two groundwater samples. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:686: • Groundwater was encountered at two locations at 3.6 and 5.0m bgl; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:689: • Advancing three groundwater monitoring boreholes (17AB3, 17BB1, 17CB2) R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:689: encountered) and recovery of three groundwater samples. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:689: • Groundwater was encountered frequently at depths of between 3.4 to 5.8m; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: 3.13 Groundwater Results R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: 3.13.1 Groundwater Levels R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: 3.13.2 The results for the groundwater monitoring for boreholes advanced across R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: Table 6 Groundwater Monitoring Results – Redcar Site R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: Groundwater Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: 3.13.3 The depth to groundwater at the Redcar Works varied between 1.92m bgl R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: 3.13.4 The pattern of shallow groundwater contours based on static water levels R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: is shown on Figure 9. Groundwater levels were highest (5.0mOD) in Area 13, Sinter R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: Plant with groundwater flow primarily northwards toward the South Gare and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: 3.13.5 Groundwater levels in the north north-west of the Redcar Work s, Area 16, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: Tees with the lowest groundwater contours of 1.25mOD near to the site boundary R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: 3.13.9 Groundwater Lab Results R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: Groundwater pH values ranged from acidic (pH 5.1 – FAS7) to highly alkaline R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: (12.2 – 16BB1). However, the 95 percentile calculated for groundwater (9.4) R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: Groundwater samples from boreholes 13AB2 and 16AB2 contained arsenic R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: Chromium contamination was found in groundwater from borehole 16BB1 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: Selenium contamination was found in groundwater from borehole 15AB1 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: Elevated copper concentrations were detected in six of the groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: All but two groundwater samples (14AB1, and 16BB1) contained elevated R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:699: Two groundwater samples from 11AB2 (0.10 mg/l) and 12BB1 (1.00 mg/l) R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:700: Four groundwater samples exceeded guideline values for TPH (0 .6 mg/l) – R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:703: • E xcavation of 120 trial pits and 16 groundwater monitoring boreholes; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:703: encountered) and recovery of 15 groundwater samples from boreholes. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:703: • Groundwater was encountered within the Made Ground where underlain by fine R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:703: water body within the Made Ground. Groundwater flow within Made Ground R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:703: northwest in Area 17, By Products groundwater flow is in the direction of the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:703: widespread slag within the fill materials . However groundwater pH was only R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:704: shallow and deep sampling location. Likewise, groundwater also was high in R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:704: and boron) was found in groundwater but appeared to be unrelated to overlying R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:704: Areas. TPH in excess of guideline criteria in groundwater at 14AB1 may be a R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:704: elevated hydrocarbons were found in the groundwater at four locations in the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:706: 4.3.5 The Lackenby Works are not within a groundwater Source Protection Zone R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:706: designated by t he Environment Agency (EA). There are no groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:706: 4.3.6 The Groundwater Vulnerability map (Ref. 3) classifies the impermeable R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:706: potential to move rapidly to underlying strata or to shallow groundwater.” The R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:706: thick overlying mudstone formations. Groundwater is abstracted from the Triassic R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:706: Ground and less permeable clays. Perched groundwater was found between depths R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:706: groundwater was not considered to be vertically or laterally continuous as the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:707: PPC desk study did not indicate the direction of groundwater flow at the Lackenby R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:707: Source(s) Groundwater? Type R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:708: 4.3.16 Migration of contaminants would be via groundwater and surface water to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:708: Groundwater Non Aquifer Low Site underlain by a Non Aquifer. No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:708: licensed groundwater abstractions within R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:708: sites Corus and groundwater and surface water to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:709: • Advancing five groundwater monitoring boreholes (7AB1-5) using a shell and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:709: encountered) and recovery of five groundwater samples from boreholes. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:709: • Groundwater was encountered frequently in both Made Ground and underlying R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:713: • Advancing two groundwater monitoring boreholes (8A B 1-2) using a shell and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:713: encountered) and recovery of two groundwater samples from boreholes . R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:713: • Groundwater was encountered at two locations in Made Ground at depths of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:716: • Advancing two groundwater monitoring boreholes (GAB1-2) using a shell and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:716: encountered) and recovery of two groundwater samples from boreholes . R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:716: • Groundwater was encountered frequently across the area in Made Ground at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: 4.7 Groundwater Results R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: 4.7.1 Groundwater Levels R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: 4.7.2 The results for the groundwater monitoring for boreholes advanced across R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: Table 11 Groundwater Monitoring Results – Lackenby Works R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: Groundwater Borehole Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: 4.7.3 The depth to groundwater at the Lackenby Works varied between 0.87 m R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: 4.7.4 The pattern of shallow groundwater contours based on static water levels R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: is shown on Figure 10. Groundwater levels were highest (9 mOD) in the south R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: directed north north-west toward the Beam Mill and the railway line. Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: depressed groundwater levels at the BOS Stores (7.41mOD 7AB2) which directs R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: groundwater flow in the area and from the No. 2 Primary Mill (8.92mOD 8AB 1). It is R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: possible that groundwater may be entering into the Boundary Beck Culvert located R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: in this area lowering groundwater levels in the area. The culvert is a 1.2m diameter R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:719: Lackenby and discharges into the SLEMS. Adjacent to this area groundwater flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:720: 4.7.8 Groundwater Chemical Analysis Results R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:720: Groundwater pH values ranged from neutral (pH 7.4 – 7AB4) to highly alkaline R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:720: Elevated levels of total cyanide were detected in the groundwater sample from R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:720: Elevated levels of free cyanide were detected in the groundwater sample from R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:720: groundwater samples, ranging between 365 mg/l (8AB2) and 699 mg/l (7AB4). R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:720: of phenols were detected in the groundwater sample from 7AB5 (390 mg/l). R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: • E xcavation of 22 trial pits and nine groundwater monitoring boreholes; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: encountered) and recovery of nine groundwater samples from boreholes. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: • Groundwater flow is through the Made Ground above the Boulder Clay with R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: variable across the Lackenby Works. Groundwater flow is from the Loco R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: Lackenby Works (Figure 10). Locally depressed groundwater levels exist near R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: to the BOS Stores, this may be due to ingress of groundwater into the 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: be due to the alkalinity of widespread slag deposits . However groundwater pH R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: values. Conversely groundwater was high in sulphate but sulphide levels were 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: the slag. The levels of toxic and phytotoxoic metals in groundwater at the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:724: identified in the shallow groundwater at two locations at the BOS/Concast plant R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:724: groundwater at one location at the Concast Plant. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: 5.3.5 The Cleveland Works are not within a groundwater S ource Protection Zone R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: designated by t he Environment Agency (EA). There are no groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: 5.3.6 The Groundwater Vulnerability map (Ref. 3) classifies the drift of the tidal R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: potential to move rapidly to underlying strata or to shallow groundwater.” The R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: mudstone formations. Groundwater is abstracted from the Triassic Sandstone for R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: groundwater occurs within this range between permeable Made Ground or sand and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: 5.3.8 It was suggested that variations in groundwater levels within the slag may R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: record groundwater levels created some uncertainty in their interpretation and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: consequently have been disregarded. It is assumed that the groundwater flows R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: Source(s) Groundwater? Type R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:728: 5.3.17 Migration of contaminants would be via groundwater and surface water to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:729: Groundwater Minor Aquifer Low Site underlain by a Minor Aquifer . No R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:729: licensed groundwater abstractions wi thin R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:729: Indicative groundwater flow toward River R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:729: and Wetlands groundwater flow toward River Tees . The R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:729: sites Corus and groundwater and surface water to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:730: • Advancing one groundwater monitoring borehole (1AB1) using a shell and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:730: encountered) and recovery of one groundwater sample from boreholes. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:730: • Groundwater was encountered in the Made Ground, 2AB3 at a depth of 5.0m R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:735: • Advancing three groundwater monitoring boreholes (2A B 1-3) using a shell and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:735: (where encountered) and recovery of three groundwater samples from R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:735: • Groundwater was encountered in the Made Ground at two locations at depths R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:735: Ground and groundwater during monitoring at 2AB2 situated near the benzol R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:740: • Advancing six groundwater monitoring boreholes using a shell and auger R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:740: encountered) and recovery of one groundwater sample from boreholes. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:740: • Groundwater was encountered in the Made Ground of 3AB2 at a depth of 7.5m R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:743: • Advancing four groundwater monitoring boreholes (4A B 1-4) using a shell and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:743: encountered) and recovery of four groundwater samples from boreholes . R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:743: • Groundwater was encountered in the Made Ground at three locations, between R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:746: • Advancing one groundwater monitoring borehole (DAB1) using a shell and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:746: (where encountered) and recovery of one groundwater sample from boreholes. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:746: • Groundwater was encountered at one location, DAB1B, in the Made Ground at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:756: • Groundwater was encountered at two locations, EAT2 and EDT40 at depths of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:767: • Advancing one groundwater monitoring borehole (HAB 3) using a shell and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:767: • Groundwater was encountered at one location in clay at a depth of 5.0m bgl; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: 5.11 Groundwater Results R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: 5.11.1 Groundwater Levels R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: 5.11.2 Groundwater monitoring data for boreholes advanced across the Cleveland R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: Table 16 Groundwater Monitoring Results – Cleveland Site R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: Groundwater Borehole Borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: 5.11.3 Groundwater Analysis Results R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: Groundwater pH values ranged from neutral (pH 6.9 – 2AB1) to highly alkaline R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: (12. 6 – 4AB2). The 95 percentile calculated for pH (9. 8) in groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: percentile of 0.0102mg/l calculated for all Cleveland groundwater samples R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:770: calculated for all Cleveland groundwater samples is marginally bel ow the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:771: Elevated levels of total cyanide were detected in the groundwater sample from R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:771: but two (4AB4 and 4AB2) of the 10 groundwater samples, ranging between R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:771: mg/l (2AB1). The 95 percentile calculated for TPHs for all the groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:771: Five groundwater samples contained PAHs in concentrations exceeding the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: • Excavation of 116 trial pits and 14 groundwater monitoring boreholes; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: encountered) and recovery of 15 groundwater samples from boreholes. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: • Groundwater was encountered infrequently across the site and was generally R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: only found within the deeper groundwater monitoring boreholes. Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: groundwater flow directions across the site appear to be complex, though in R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: groundwater towards the River Tees; R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: Ground and groundwater during monitoring near the benzol tanks and at the 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: be due to the alkalinity of widespread slag deposits. However, groundwater pH R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: shallow and deep sampling locations at the Cleveland Works. Groundwater was R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: groundwater metals were found to be elevated above screening criteria in the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:774: • Cyanide levels in groundwater were found to be elevated above screening R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:774: • Groundwater samples from the By Products Plant and SLEMS areas also R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:774: criteria (PAH, BTEX Compounds, TPH and GROs). During our groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: • Infrequent groundwater strikes were noted during trial pit excavations at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: between Made Ground and Boulder Clay at Lackenby. Groundwater was found R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: alluvium at Cleveland. At Redcar groundwater was encountered within R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: • At Redcar, groundwater monitoring data indicates flow toward the north and the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: South Gare and Coatham Sands SSSI. However groundwater flow was also R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: Beck . At the By-P roducts area which is closer to the River Tees, groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: • At the Lackenby Works, groundwater flow appeared to be westward from the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: groundwater was found in the vicinit y of the BOS Stores, possibly indicating R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: groundwater flow into the Boundary Beck Culvert. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: • At the Cleveland Works, groundwater flow directions across the site appear to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: westward movement of groundwater towards the River Tees. 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: Screening criteria for groundwater and surface water samples have been based on R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: with no nearby groundwater abstraction for potable supply. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: deposits. However, groundwater pH was only locally elevated and did not R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: groundwater exceeded the UKDWS at Redcar, Lackenby and Cleveland Works R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: the composition of Made Ground containing slag. In groundwater boron R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: 3, Table 17). Lead levels were also locally elevated in groundwater within the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:776: Cleveland works (Score 2, Table 17). Within the groundwater there were R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:777: • Cyanide levels in groundwater exceeded the Tier 1 screening criteria at Redcar 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: locations were found to exceed the TPH screening criteria for groundwater at R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:777: the northern si de of the Redcar works (Score 3, Table 17). Groundwater flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:777: and TPHs and BTEX were also exceeded for groundwater in this area (Score 3, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:777: groundwater samples were in excess of screening values for BTEX, PAH, GRO 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:778: Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:778: GW Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:779: Environment Agency, Groundwater Vulnerability 1:100,000 map series, Sheet 5, Tyne & Tees. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:779:Groundwater to Protect Water Resources, R&D Publication 20 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:799: Figure 9 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening Criteria, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:800: Groundwater Contour R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:800: 15-A-B1 Direction of Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:800: GROUNDWATER FLOW DIRECTION R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:801: Figure 10 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening Criteria, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:802: Groundwater Contour R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:802: Direction of Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:802: GROUNDWATER FLOW DIRECTION R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:803: Figure 11 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening Criteria, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:804: Groundwater Contour R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:804: Direction of Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:804: GROUNDWATER FLOW DIRECTION 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: 5.2 Groundwater Conditions 19 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 3 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:808:Figure 6 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:808:Figure 9 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow 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: groundwater conditions across the Teesside Works. Based on the findings of our R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:809: groundwater conditions has also been completed. 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: groundwater conditions across each of the three sites. Areas likely to be impacted R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:809: only one round of groundwater sampling. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:810: boreholes, with subsequent conversion to groundwater monitoring wells; 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: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: Groundwater was encountered across the site within the Made Ground and varied R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:813: recorded during our sampling visit groundwater appears to flow in a broad north, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:813: our observations it is also possible that there is a mounding of groundwater in the 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: 2.3.2 Groundwater Quality R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:813: Site investigation locations where Tier 1 groundwater screening levels were R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:813: s hallow groundwater beneath the site has widespread elevated concentrations of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:814: Groundwater – the alluvium in the vicinity of the site is classified as a Minor Aquifer R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:814: by the Environment Agency. There are no licensed groundwater abstractions within R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:814: 1km of the site and groundwater sensitivity is assessed as being low. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:815: • Groundwater (the underlying drift deposits are classified as a Minor Aquifer); R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:815: to the River Tees likely to be provided by migrat ion of shallow groundwater through R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:815: Monitoring data indicates that there is a general northwards flow of groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:815: Stocki ng Yards) there appears to be flow of shallow groundwater in the direction of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:816: 2.6.3 Risks to Groundwater Receptors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:816: Risks to shallow groundwater within the drift and recent sand and gravel deposits R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:816: contaminants in shallow groundwater but the aquifer is likely to be of limited R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:816: groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:816: aquifer identified beneath the site. Groundwater monitoring data indicates flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:816: Groundwater analysis data shows levels of hydrocarbon contaminants (Total R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:816: Products Plant, although monitoring data suggests an inflection in the groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:818: Groundwater levels across the site generally form a consistent pattern indicating R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:818: groundwater flow in a north-westerly direction (towards the Tees). Levels range from 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:819: 3.3.2 Groundwater Quality R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:819: Site investigation locations where Tier 1 groundwater screening levels were R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:819: s hallow groundwater beneath the site has widespread elevated concentrations of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:819: some locations exhibit pH levels indicative of alkaline groundwater conditions. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:819: Groundwater – the glacial till and glacial clay deposits in the vicinity of the site are R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:819: groundwater abstractions within 1km of the site and groundwater sensitivity is R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:820: • Groundwater (the Made Ground and Boulder Clay are classified as Non- R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:821: groundwater through permeable deposits of Made Ground which overlies less R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:821: Groundwater monitoring data indicates that there is a general north west to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:821: Risks to shallow groundwater within the Made Ground (classified as a Non Aquifer R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:821: groundwater. However, the site was found to be underlain by Glacial Till, which is R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:821: groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:821: the Made Ground. Although groundwater monitoring data indicates flow towards R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:822: Groundwater levels across the site do not conform to any consistent flow pattern 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: 4.3.2 Groundwater Quality R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: Site investigation locations where Tier 1 groundwater screening levels were R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: shallow groundwater beneath the site has widespread elevated concentrations of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: Groundwater samples from the By Products Plant and SLEMS areas also indicated R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: Free product was noted in groundwater monitoring wells in the By Products area, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: Groundwater – The Estuarine and Marine Alluvial deposits in the vicinity of the site R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: no licensed groundwater abstractions within 1km of the site and groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:824: • Groundwater (the underlying drift deposits are classified as a Minor Aquifer); R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: groundwater through permeable deposits of Made Ground and shallow drift. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: contamination in the groundwater including evidence of free product observed in R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: Groundwater monitoring data indicates that there is a broad flow of groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: an effect on the local groundwater level such as at the eastern side of By Products R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: area. Groundwater in SLEMS area would appear to be flowing south eastward away R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: 4.6.3 Risks to Groundwater Receptors R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: Risks to shallow groundwater within the drift and recent sand and gravel deposits R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: of the Cleveland site. However risks to groundwater at the By -Products Plant were R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: product in the groundwater and the possibility for downwards migration via R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: permeable horizons within the natural deposits . Risks to groundwater in the SLEMS R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:826: contaminated shallow groundwater. However, it is unlikely that this would lead to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:826: Ground. However, although groundwater monitoring around the SLEMS area R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:827: 5.2 Groundwater Conditions R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:827: Shallow groundwater has been identified across the entire landholding within the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:827: Made Ground and where present in underlying alluvial deposits. Groundwater flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:827: Groundwater levels at Cleveland do not conform to any consistent pattern 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: Plant and the SLEMS. Contamination of groundwater by TPH was also identified 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:827: ¿ Redcar Site – potentially hydrocarbon contaminated shallow groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:828: associated risk to shallow groundwater is also assessed as being moderate. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:836: Figure 3 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow Direction, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:837: Groundwater Contour R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:837: 15-A-B1 Direction of Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:837: GROUNDWATER FLOW DIRECTION 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:839: SLAG Groundwater flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:842: Figure 6 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow Direction, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:843: Groundwater Contour R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:843: Direction of Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:843: GROUNDWATER FLOW DIRECTION R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:845: direct contact Groundwater 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:848: Figure 9 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow Direction, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:849: Groundwater Contour R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:849: Direction of Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:849: GROUNDWATER FLOW DIRECTION 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:851: Groundwater flow REF – CO0520017A 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: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:858: and recent sand permeable strata groundwater Shallow groundwater frequently encountered within Made Ground. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:858: deposits classed groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:858: located at South permeable strata Medium groundwater. Monitoring data indicates flow of shallow 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: would be retained permeable strata groundwater quality owned land. However, limited evidence of contamination identified 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: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: and recent sand permeable strata groundwater Groundwater encountered frequently within Made Ground. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: and gravel Mild E l e v a t e d c opper and total cyanide detected in groundwater at one R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: located at South permeable strata Medium total cyanide detected in groundwater. Monitoring data indicates R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: would be retained permeable strata groundwater quality detected in groundwater. Monitoring data indicates flow towards R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: Groundwater (drift Migration via Pollution of Low Low 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:860: located at South permeable strata Medium contamination identified in shallow groundwater. Monitoring data R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:860: Gare and Coatham i n d i cates flow of groundwater towards SSSI. 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: Groundwater (drift Migration via Pollution of Low Low 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: d e t e c t ed in groundwater samples. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:861: located at South permeable strata Medium groundwater. Monitoring data indicates groundwater f l o w t o north R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:861: Groundwater (drift Migration via Pollution of Low likelihood Low 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:861: located at South permeable strata Medium groundwater and monitoring data indicates flow to north east. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: and groundwater, but no other proven contamination. Also R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: Groundwater (drift Migration via Pollution of Low Low 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: and gravel Mild a r e a . However, absence of contamination within groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: Gare and Coatham identified in shallow groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: would be retained permeable strata groundwater quality indicates flow to north east. However, limited evidence of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: by Corus) Medium contamination identified in shallow groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: groundwater. However, Tees situated approximately 2km from site. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:864: and recent sand permeable strata groundwater Locally elevated TPH in groundwater at b o rehole adjacent to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:864: deposits classed Made Ground and gravely sands. Shallow groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:864: located at South permeable strata Medium groundwater. Monitoring data indicates flow to east towards SSSI. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: groundwater flow. River Tees adjacent to west. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: and recent sand permeable strata groundwater Shallow groundwater encountered frequently within Made Ground, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: and gravel Mild elevated boron, copper and sulphate detected within groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: receptors (SSSI drainage or sensitive SSSI Elevated boron, copper and sulphate detected within groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: Groundwater (drift Migration via Pollution of Low Low 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:866: deposits classed Mild sands, although absence of groundwater contamination detected R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:866: located at South permeable strata Medium groundwater. Monitoring data indicates flow to east towards SSSI. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: and recent sand permeable strata groundwater Limited elevated levels of arsenic, sulphate i n g r o u n d w a t e r. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: located at South permeable strata Medium g r o u n d w a t e r . Groundwater flow indicated to north and west away R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: and recent sand permeable strata groundwater Locally elevated TPH in groundwater. Potential downward and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:868: located at South permeable strata Medium groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:868: Groundwater (drift Migration via Pollution of Low Low 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:868: located at South permeable strata Medium groundwater. 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: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: and recent sand permeable strata groundwater Potential downward migration via permeable Made Ground and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: deposits classed groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: Gare and Coatham i d e ntified in shallow groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: would be retained permeable strata g r o u n d water quality evidence of contamination identified in shallow groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: (River Tees) permeable strata water Elevated TPH in groundwater in 2 monitoring boreholes. Open R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: and recent sand permeable strata groundwater E levated TPH in groundwater in 2 monitoring boreholes. Potential R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:870: receptors (SSSI drainage or sensitive SSSI 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: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:870: would be retained permeable strata groundwater quality downward and lateral migration via permeable Made Ground 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: Groundwater (drift Migration via Pollution of Low likelihood Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: and recent sand permeable strata groundwater Shallow groundwater encountered within Made Ground and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: contamination detected in groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: but elevated phenols detected in groundwater at one borehole R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: and recent sand permeable strata groundwater Groundwater encountered within Made Ground and underlying clay. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: and recent sand permeable strata groundwater S h a l l o w g roundwat er encountered within Made Ground and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: deposits classed inhibited by low permeability clay. No significant groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: (i.e. land which drainage or adjacent land values No significant groundwater contamination detected. Groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: groundwater contamination detected, mitigated by distance from R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: and recent sand permeable strata groundwater Groundwater encountered within Made Ground and underlying clay, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: and gravel Mild a l t h o u g h no groundwater contamination detected. Relatively R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:874:(i.e. land which drainage or adjacent land values No groundwater contamination detected and groundwater flow 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: Groundwater (drift Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: and recent sand permeable st r a t a groundwater Isolated elevated levels of chromium and copper detected in R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: (i.e. land which drainage or adjacent land values Groundwater flow direction towards Corus land, but limited R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: w o u l d b e r e t ained permeable strata from pollution contamination detected in groundwater. Low permeability clay R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: Groundwater (drift Migration via Pollution of Low Low 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:875: (i.e. land which drainage or adjacent land values Limited contamination detected. Groundwater flow direction 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: Groundwater Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: (Estuarine and permeable strata groundwater S h a l l o w g r o u n dwater frequently encountered within Made Ground. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: classed as Minor groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: Foreshore and groundwater flow shows local variations that may be influenced by R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: (i.e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:879: Groundwater Migration via Pollution of Low Likelihood Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:879: (Estuarine and permeable strata groundwater Limited evidence of s oil contamination but absence of groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:879: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:879: Foreshore and groundwater flow shows local variations that may be influenced by R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:879: (i.e. land which drainage or adjacent land values Monitoring data indicates groundwater flow to east away from 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: groundwater flow shows local variations that may be influenced by R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: Groundwater Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: (Estuarine and permeable strata groundwater Sulphate, boron, selenium, copper and cyanide locally elevated in R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: Marine Alluvium Mild groundwater. Estuarine alluvium and Boulder Clay may provide R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: Foreshore and groundwater flow shows local variations that may be influenced by R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: (i.e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: migration. Possible migration toward River Tees but groundwater 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: Marine Alluvium Mild site. Similarly elevated hydrocarbons in groundwater; PAHs, BTEX, R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: River Tees but groundwater flow shows local variations that may be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: receptors (Tees drainage or sensitive SSSI E levated hydrocarbons in groundwater; PAHs, BTEX, GRO, TPH. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: and Hartlepool permeable strata Medium Possible migration toward River Tees but groundwater flow shows R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: ( i .e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: via groundwater to the River Tees bordering the wharfe. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: Groundwater Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: ( E stuarine and permeable strata groundwater Limited evidence of contamination. Estuarine alluvium and Boulder R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: and Hartlepool permeable strata Medium groundwater to the River Tees bordering the wharfe. However R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: would be retained permeable strata from pollution groundwater flow to west away from Corus owned land. Limited 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:882: groundwater to the River Tees bordering the wharfe. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: Groundwater Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: (Estuarine and permeable strata groundwater Limited evidence of contaminati on. Open areas allow rainfall R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: classed as Minor groundwater to the River Tees bordering the wharfe. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:883: (i.e. land which drainage or adjacent land val ues Monitoring data indicates groundwater flow to west away from 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: ferromanganese dust, and groundwater. Site workers would be appraised of potential R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: consented discharge Mild and groundwater. Open areas allow rainfall infiltration with limited R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: from SLEMS into potential groundwater migration away from the River Tees. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: Groundwater Migration via Pollution of Likely Moderate to R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: (Estuarine and permeable strata groundwater Elevated levels of toxic and phytotoxic metals and organics in Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: Marine Alluvium Mild groundwater. Clays beneath the Made Ground may provide some R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: and Hartlepool permeable strata Medium groundwater. Groundwater shows migration away from SSIS. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: would be retained permeable strata from pollution groundwater. Clays beneath the Made Ground may provide some R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: Tees but groundwater flow shows local variations that may be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: (Estuarine and permeable strata groundwater Sulphate, sulphide, arsenic, boron locally elevated in groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: Foreshore and groundwater flow shows local variations that may be influenced by R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: would be retained permeable strata from pollution River Tees but groundwater flow shows local variations that may be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: migration toward River Tees but groundwater flow shows local R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: Groundwater Migration via P o l l ution of High Moderate 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: Marine Alluvium Mild elevated hydrocarbons in groundwater. Estuarine alluvium and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: Aquifer) migration. Possible migration toward River Tees but groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: and Hartlepool permeable strata Medium elevated hydrocarbons in groundwater. Possible migration toward R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: Foreshore and River Tees but groundwater flow shows local variations that may be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: would be retained permeable strata from pollution elevated hydrocarbons in groundwater. Possible migration toward R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: by Corus) Mild River Tees but groundwater flow shows local variations that may be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: Tees but groundwater flow shows local variations that may be R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: Groundwater Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: (Estuarine and permeable strata groundwater Elevated levels of sulphate, s u l p h i d e, boron, zinc, and lead R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: by Corus) Mild groundwater flow shows local variations that may be influenced by R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: migration toward River Tees but groundwater flow shows local R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:888: (Estuarine and permeable strata groundwater No boreholes in this area. Estuarine alluvium and Boulder Clay may R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:888: classed as Minor m i g ration toward River Tees but groundwater flow shows local R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:888: and Hartlepool permeable strata Medium but groundwater flow shows local variations that may be influenced R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:888: would be retained permeable strata from pollution but groundwater flow shows local variations that may be influenced R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: Groundwater Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: (Estuarine and permeable strata groundwater Limited evidence of contamination. Estuarine alluvium and Boulder R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: Groundwater Migration via Pollution of Low Low R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: (Estuarine and permeable strata groundwater Limited evidence of contamination. Possible migration toward River R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:891:Figure 7 : Borehole Locations and Groundwater Contours, Cleveland 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: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: Groundwater Flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892: Shallow groundwater was observed across the site within the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892: underlying alluvial deposits. Groundwater flow in this shallow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892: north/north east also. Groundwater levels at Cleveland did 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:geology at depth (not encountered in the investigation) Plant. Associated risk to shallow groundwater impacted by R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:Soil and Groundwater Baseline Condition R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:over an area of approximately 20,000m2 . Evidence of Groundwater Moderate (By Aquifer of limited resource potential. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893: areas)/ Low groundwater exceeding some R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:Groundwater: compared with UK Drinking Water Standards (all other screening criteria in the SLEMS area R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:shallow groundwater beneath the site has widespread areas) indicate a higher risk to groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:Groundwater samples from the By Products Plant and SLEMS limited. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:compounds in excess of screening criteria (PAH, BTEX remaining in groundwater. No evidence, based R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:boundary of the By Products sampling area. contaminated groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:Groundwater Levels: groundwater levels across the site do Within the context of this study, the principal risk associated R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:groundwater near to the Benzol storage tanks and R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:groundwater receptors (the Alluvium being 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:894: ovens plant groundwater monitoring and sampling was performed. The only area included in the Cleveland (South) work 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:Soil and Groundwater Baseline Condition hydrocarbons. Principal pathways comprise direct human assessment has been completed on the basis th R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:concentrations of sulphide and sulphate, reflecting the residents, surface waters and groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895: Risk: groundwater at Redcar, Lacke R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:Groundwater: compared with UK Drinking Water Standards Waters principal receptor. Baseflow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:shallow groundwater beneath the site has widespread from the site not considered R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:elevated concentrations of sulphate and copper in addition to significant and groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:exhibit pH levels indicative of alkaline groundwater conditions. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895: Groundwater Low Aquifer of negligible resource R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:Groundwater Levels: groundwater levels across the site R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:generally form a consistent pattern indicating groundwater Adjacent land Low Risk of any site-derived R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:Figure 5 : Borehole Locations and Groundwater Contours, Lackenby R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:896:North Sea coast to the north-east and the River Tees estuary Groundwater: The alluvial deposits in the vicinity of the site R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:896:Bay are separated from the site by a coastal wetland Groundwater Sensitivity is assessed as being Low. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:897: Groundwater: The Glacial Till and glacial clay deposits in the R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:897:1970's or more recently. The aerial photograph below within 1km of the site and Groundwater Sensitivity is R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:Soil and Groundwater Baseline Condition coke, coal and iron ore. Principal pathways comprise direct R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:Figure 2). Elevated concentrations occur on a more and off-site residents, groundwater receptors (the Alluvium R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:Groundwater: compared with UK Drinking Water Standards maintenance workers R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:shallow groundwater beneath the site has widespread engaged in excavation R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898: significant and groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:sporadic elevated levels of selenium. No hydrocarbon Groundwater Low Aquifer of limited resource R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898: SSSI/Ramsar Low to Shallow groundwater with R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:Groundwater Levels: groundwater levels across the site form site Moderate elevated concentrations of R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:discrete lenses of groundwater. Levels range from 4.5mAOD the SSSI. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:slight mound of groundwater beneath the site with flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:Summary Conceptual Site Model migration of shallow groundwater and the SSSI. 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: 9 Groundwater Directive 2006/118/EC; R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:5: 22 Environment Agency, Land contamination groundwater compliance points: quantitative R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:5: 23 Environment Agency, Protect groundwater and prevent groundwater pollution, 2017; R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:5: 24 Environment Agency, Groundwater protection technical guidance, 2017; R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:5: 25 Environment Agency, The Environment Agency’s approach to groundwater protection, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:8: methodology considers the potential presence of land and groundwater contamination as well as 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:11: Surface waters and/or groundwater: Earthworks resulting in high 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: Surface water and/or groundwater: Pollution loss of feature or attribute R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:11: Surface waters and/or groundwater: Slight Earthworks resulting in low volume of R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:12: Surface waters and/or groundwater: attribute R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:13: across the site, notably the former Metals Recovery Area with limited groundwater data R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:13: remediation of groundwater is required. Comments received from RCBC (Ref:153731, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:13: groundwater is not required (subject to any further data that may be obtained as part of R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:20: One round of groundwater monitoring from 10 R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:20: groundwater wells for metals, pH, sulphate R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:20: Fuel Oil Storage Area) groundwater monitoring R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:20: Arcadis (UK) Ltd (2018) adjacent to Former SSI Installation of 2 no. groundwater monitoring R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:20: High Tip only) wells, and 1no. combined groundwater / ground R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: permeability layers which may store and yield limited amounts of groundwater due to localised R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23:H4.47 The site is not located within a Groundwater Source Protection Zone, nor within a surface water, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: groundwater or eutrophic Nitrate Vulnerable Area. The site has a Groundwater Vulnerability R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23:H4.48 Groundwater monitoring undertaken by Enviros (2004) found that the water table ranges from R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: investigations found perched groundwater within this range between permeable Made Ground, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: sands and gravels, and less permeable Boulder Clay. The general direction of groundwater flow R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: Gare and Coatham Sands SSSI at the northern part of the Redcar Works. Groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: monitoring over a twelve-hour period showed that the tidal influences on groundwater were not R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:25:H4.56 Groundwater quality data collected from 10 monitoring wells were compared with UK Drinking R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:25: alkaline slag deposits, groundwater pH was only locally elevated. Widespread elevated sulphate R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:27: Groundwater Applicable Applicable Medium R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:28: with the potential to impact groundwater quality. Based on the low sensitivity, productivity R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:28: aquifer and saline intrusion into groundwater beneath the site and surrounding area from the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:28: River Tees estuary, the site presents a ‘Low to Moderate’ risk to groundwater. Groundwater 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:30: Environmental Receptors (Surface Waters and Groundwater) R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30: (by-products plant) near the benzol tanks. Groundwater quality data collected by Enviros 2004 R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30: active remediation of groundwater is required. Comments received by RCBC (Ref:153731, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30: the Outline Remedial Strategy is acceptable and that active remediation of groundwater is not 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: the Site and further investigation and/or groundwater monitoring may be required to inform R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30: the CSM and confirm the overall significance of likely impact to groundwater and surface water R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:31: Environmental Receptors (Surface Waters and Groundwater) 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: surface watercourses and groundwater may result. The magnitude of any impacts will depend R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:32: groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:32:H5.27 The sensitivity of the surface waters and/or groundwater is medium and the magnitude of R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:32: impact prior to mitigation is medium. Thus, the impact on surface waters and/or groundwater is R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:34: b groundwater monitoring; R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:34: Measures to Protect Environmental Receptors (Surface Waters and Groundwater) R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:35: • Assessment of groundwater quality across the entire site within the Made Ground, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36: water and groundwater will be addressed and mitigated through the adoption of the measures R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36: Environmental Receptors (Surface Waters and Groundwater) R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36: effect on the receiving watercourse (River Tees) and the underlying groundwater. The surface R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36:H6.15 In addition, the prevention of pollution of groundwater will comply with the requirements of the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36: 1 EA, Protect groundwater and prevent groundwater pollution, 2017 (ref 9.44); R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36: 2 EA, Groundwater protection technical guidance, 2017 (ref 9.45); R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36: 3 EA, The Environment Agency’s approach to groundwater protection, 2018 (ref 9.46); R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:37: Environmental Receptors (Surface Waters and Groundwater) R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:39: Environmental Receptors (Surface Waters and Groundwater) R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:39:H7.2 The sensitivity of the surface water and/or groundwater is medium, and the magnitude of R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:39: Environmental Receptors (Surface Waters and Groundwater) R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:39:H7.5 The sensitivity of the surface water and/or groundwater is medium, and the magnitude of R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:40: the groundwater and principal surface water feature (River Tees) are considered of low value R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:41:Groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:41: Surface water and groundwater considered R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:41:Groundwater hardstanding and buildings reducing adjacent landfills will R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:42: contained. Surface water and groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:44: 9 Groundwater Directive 2006/118/EC; R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:44: 22 Environment Agency, Land contamination groundwater compliance points: quantitative R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:44: 23 Environment Agency, Protect groundwater and prevent groundwater pollution, 2017; R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:44: 24 Environment Agency, Groundwater protection technical guidance, 2017; R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:44: 25 Environment Agency, The Environment Agency’s approach to groundwater protection, 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:6: No significant effects on Groundwater. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:7: No groundwater receptors were found to R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:19: mitigation measures for flow and quality of surface and groundwater. The cumulative R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:19: that shall include mitigation measures for flow and quality of surface and groundwater. The R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:19: water and groundwater bodies at the sites and thus lack of a significant effect. Further, it R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:19: water and groundwater bodies at the sites. Further, it assumed that there shall be effective R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:20: water and groundwater bodies at the sites and thus lack of a significant effect. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:20: water and groundwater bodies at the sites and thus lack of a significant effect. Further, it R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:20: water and groundwater bodies at the sites and thus lack of a significant effect. Further, it R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:20: water and groundwater bodies at the sites and the distance between the sites and thus lack of a R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:21: water and groundwater bodies at the sites and the distance between the sites and thus lack of a R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:21: water and groundwater bodies at the sites and thus lack of a significant effect. Further, it R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:7: dust; ground gas monitoring; groundwater monitoring; and odour R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:7: • Assessment of groundwater quality across the entire site R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:14: groundwater monitoring; and odour monitoring; R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:2: Groundwater Quality 30 R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:3: (groundwater quality and levels). R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:3: interrelationship with human health and groundwater quality is considered in Section G 4.51. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:6: Groundwater Regulations 1998 These require the prevention of List I substances (such as mercury, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:6: cadmium, polyaromatic hydrocarbons) entering groundwater and the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:6: avoid pollution of groundwater. Within the context of the WFD, the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:6: groundwater daughter directive was brought into force in January 2009, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:6: which will seek to prevent deterioration in groundwater quality. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:7: • Environment Agency ('EA') Principles and Practice for the Protection of Groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:7: • CIRIA Report 515: Groundwater Control – design and practice; R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:14: Has powers to undertake works to manage flood risk from surface runoff, groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:15: both the surface water and groundwater environment, which will need consideration R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:15: Development. The request included groundwater abstractions, surface water R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:16: EA groundwater vulnerability 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: Wood (2019), Former Steelworks Land, South Tees - Groundwater levels. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:16: Outline Remediation Strategy Groundwater vulnerability. 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:16: Management Plans (Groundwater), (EA, 2018) R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:18: groundwater-dependent conservation R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:19: Major Results in complete loss of receptor or Major reduction in groundwater levels, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:19: which may be irrecoverable or slow to Major reduction in groundwater levels R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:19: Moderate Results in some loss of receptor, or Moderate reduction in groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:19: potential to recover. Moderate reduction in groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:20: Minor Results in minor impact on feature, with Measurable reduction in groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:20: Measurable reduction in groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:25: proportion of total local streamflow which is mostly groundwater input. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:25: moderate runoff rates and a moderate proportion of groundwater input to river flow. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:27: (originating from a watercourse), coastal, groundwater, surface water (pluvial), sewers and R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:28: Mudstone and (Groundwater Body) R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:28: Mudstone and Redcar Mudstone Groundwater water body (GB40302G701300). R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:28: controls the behaviour and quality of the groundwater and potential pathways to receptors and R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:31: Hydrogeology and Groundwater Vulnerability R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:31: groundwater due to localised features such as fissures, thin permeable horizons and weathering. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:31:G4.30 The top of groundwater table lies within the made ground layer between 1.3-2.2mAOD (between R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:31:G4.31 The conceptual understanding of the overall groundwater functioning of the site is for direct R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: Glacial Till and bedrock mudstone. Groundwater heads within the permeable units are likely to R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: form the most significant groundwater discharge boundary in this area for all permeable strata. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32:G4.32 Groundwater vulnerability beneath the site is medium-high. This relates to the vulnerability of R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: Groundwater Quality R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32:G4.33 The groundwater quality of the Tees Mercia Mudstone and Redcar Mudstone groundwater body R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: Groundwater Protection Policy (GP3) to set up pollution prevention measures and monitor the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: phase product was noted in some boreholes. Overall, the groundwater quality is poor, reflexing R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: site (Environment Agency, 2020c) and are shown on Figure G4.4. Of these, the groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:34: Groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:34: groundwater potential. Although the current overall status of R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:34: the WFD groundwater body which dominates the site is ‘Poor’, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:34: the overall groundwater resource only yields limited amounts of R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:34: groundwater, as a Secondary B aquifer, and is therefore R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: groundwater system to the River Tees and other surface water bodies. This may arise from R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: groundwater vulnerability map available via the Defra MAGIC Map indicates that the site is R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: within an area of medium-high risk from groundwater (where 'high' equates to areas able to 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:37: Groundwater aquifer - flows R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: would largely be expected to remain above the groundwater table, and it is unlikely that R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: groundwater would be encountered as part of these works. Reduced infiltration may be R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: effects on aquifer recharge. Nonetheless, given the groundwater here is not used as a resource, R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: the magnitude of the effect of excavation on groundwater flow is deemed to be minor. Alongside R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: Groundwater – water quality R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37:G5.10 Effects on groundwater quality could results from the following: R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: is considered to be in limited hydraulic continuity with the shallow groundwater system and the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: Groundwater aquifer - flows R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: aquifer as such, the potential magnitude of change for groundwater flows impacts during R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: groundwater discharge boundary, any changes to recharge on site will only alter the path of the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: Hence, for these low sensitivity groundwater receptors the level of effect is minor and not R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: Groundwater – water quality R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: through the Made Ground could introduce potential contaminants to groundwater. As such, the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: magnitude of change for groundwater quality impacts during operation is moderate, and the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: level of effect on the low sensitivity groundwater receptors is minor, and not significant. R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39:G6.1 The mitigation for impacts to surface water and groundwater impacts will be provided through R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39: Environment Agency (EA) Principles and Practice for the Protection of Groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39: CIRIA Report 515: Groundwater Control – design and practice; and R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39: approach which integrates the urban water cycle including stormwater, groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:41: contamination of local groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:42: Groundwater and surface R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:43: groundwater for the site and each development R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:43: groundwater input to the culverts R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:44: Secondary Groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:44: (groundwater Secondary Aquifers R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:44: Secondary Groundwater It is assumed the site is cut As above, the risk of potential R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:44: (groundwater impacted by material would be retained likely, prior to excavation this would R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:44: to the groundwater drainage strategy shall reduce the R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:44: groundwater leaching) of material would be retained R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:45: to the groundwater strategy to incorporate blue green R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:46: Groundwater aquifer - flows R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:46: Groundwater aquifer - water quality R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:46:G7.7 During future piling activities associated with future site redevelopment, groundwater quality of 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:47: piling risk assessment for the site. Therefore, any effects on groundwater quality are likely to be R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:47: groundwater quality. This is likely to result a minor magnitude of change given the on-site R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:47: Groundwater aquifer - flows R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:47: Groundwater aquifer - water quality R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:48:G8.3 With regards to groundwater, the site has limited groundwater resources. The development R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:48: should lead to an overall improvement of groundwater conditions through the remediation R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:52:Groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:52: Groundwater monitoring would be ongoing, to R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:53: Groundwater monitoring would be ongoing, to R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:54:Groundwater R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:55: groundwater from groundwater 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-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:5:as well as groundwater. For this purpose, we have requested a high level WFD R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:6:and groundwaters. In doing so, this would promote remediation where required and an R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:6:found on gov.uk and include Groundwater Protection, EA Approach to Groundwater R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:9:groundwater) in order to locally lower water levels near the excavation. This can allow R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:15: flows) and hydrogeology (groundwater quality and levels). It therefore closely relates to the R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:15: Culvert and Knitting Wife Culvert, Cleveland and Lackenby Channels. The groundwater R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:16: Elevated sulphate concentrations and seawater into the groundwater beneath the site is R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:17: quality and groundwater. R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:18: flows) and hydrogeology (groundwater quality and levels). It therefore closely relates to the R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:18: Culvert and Knitting Wife Culvert, Cleveland and Lackenby Channels. The groundwater R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:19: Elevated sulphate concentrations and seawater into the groundwater beneath the site is R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:20: quality and groundwater. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:15:us on certain planning applications which affect flood risk, groundwater, waste, show which flood zone your development is located within and therefore will R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:18:Infiltration drainage must not, however, pose a risk to groundwater quality. All R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:18: Meet the groundwater protection criteria set out on GOV.UK What other environmental issues will you consider with my planning R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:19: operation phases. Groundwater can be vulnerable to pollution, as well as  River buffer zone R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:19: to groundwater pollution, visit our interactive maps. Advice on will ensure we’re able to access the bank for any future flood defence R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:19: groundwater protection can be found on GOV.UK construction and maintenance. R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:20:water discharges, groundwater activities, flood risk activities, radioactive service, please email our Sustainable Places team so that we can provide R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:25:2.4.3 Groundwater flooding 17 R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:28: • Discuss flood, surface water and groundwater receptors and identify appropriate R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:32: fluvial (originating from a watercourse), coastal, groundwater, surface water (pluvial), R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: 2.4.3 Groundwater flooding R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: Groundwater flooding is flooding that is caused by unusually high groundwater levels or flow R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: rates. During flooding, groundwater can emerge at the ground surface or within man-made R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: underground structures such as basements. There are various mechanisms of groundwater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: geology alluvial and coastal groundwater flooding, and that associated with minewater R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: The EA alongside the BGS have developed a groundwater vulnerability map 10 accessed R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: risk from groundwater. These risk levels are described on the BGS website as: R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: • High - areas able to easily transmit pollution to groundwater, characterised by R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39: • Medium: areas that offer some groundwater protection. Intermediate between R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:39:10 BGS Groundwater vulnerability data. https://www.bgs.ac.uk/products/hydrogeology/GroundwaterVulnerability.html R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:52: including stormwater, groundwater and wastewater management and water supply, into R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: There is a residual risk of groundwater flooding throughout the STDC site however, this is R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: the urban water cycle, including stormwater, groundwater and wastewater management R-2020-0357-OOM-Planning Statement - July 2020.pdf:35: (groundwater quality and levels). R-2020-0357-OOM-Planning Statement - July 2020.pdf:37:5.49 With regards to groundwater, the site has limited groundwater resources. The development R-2020-0357-OOM-Planning Statement - July 2020.pdf:37: should lead to an overall improvement of groundwater conditions through the remediation R-2020-0357-OOM-Planning Statement - July 2020.pdf:44: the potential presence of land and groundwater contamination as well as sites of geological/ R-2020-0357-OOM-Planning Statement - July 2020.pdf:44: concludes that impacts on human health, surface waters, groundwater, waste management R-2020-0357-OOM-0357 Contam Land.pdf:2:• Assessment of groundwater quality across the entire site within the Made Ground, R-2020-0357-OOM-0357 Contam Land.pdf:3:b groundwater monitoring; 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-Officer report.pdf:11:estuarine and coastal waters, as well as groundwater. For this purpose, we R-2020-0357-OOM-Officer report.pdf:12:waters, both surface waters and groundwaters. In doing so, this would R-2020-0357-OOM-Officer report.pdf:12:which can be found on gov.uk and include Groundwater Protection, EA R-2020-0357-OOM-Officer report.pdf:12:Approach to Groundwater Protection, Land Contamination R-2020-0357-OOM-Officer report.pdf:15:confined to, groundwater) in order to locally lower water levels near the R-2020-0357-OOM-Officer report.pdf:32:• Assessment of groundwater quality across the entire site within the Made R-2020-0357-OOM-Officer report.pdf:32:b groundwater monitoring; R-2020-0357-OOM-Officer report.pdf:69:Mudstone Groundwater water body (GB40302G701300). R-2020-0357-OOM-Officer report.pdf:70:  Groundwater aquifer – flows R-2020-0357-OOM-Officer report.pdf:70:  Groundwater – water quality R-2020-0357-OOM-Officer report.pdf:70:  Groundwater aquifer – flows R-2020-0357-OOM-Officer report.pdf:70:  Groundwater – water quality R-2020-0357-OOM-Officer report.pdf:71:  Groundwater aquifer – flows R-2020-0357-OOM-Officer report.pdf:71:  Groundwater – water quality R-2020-0357-OOM-Officer report.pdf:72:With regards to groundwater, the site has limited groundwater resources. The R-2020-0357-OOM-Officer report.pdf:72:development should lead to an overall improvement of groundwater R-2020-0357-OOM-Officer report.pdf:73:Appendix H9: Soil and Groundwater Baseline Characterisation Study, 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:75:The ES concludes the sensitivity of the surface waters and/or groundwater is R-2020-0357-OOM-Officer report.pdf:75:impact on surface waters and/or groundwater is considered to be of minor R-2020-0357-OOM-Officer report.pdf:77:Environmental Receptors (Surface Waters and Groundwater) R-2020-0357-OOM-Officer report.pdf:77:The sensitivity of the surface water and/or groundwater is medium, and the R-2020-0357-OOM-Officer report.pdf:77:Environmental Receptors (Surface Waters and Groundwater) R-2020-0357-OOM-Officer report.pdf:77:H7.5 The sensitivity of the surface water and/or groundwater is medium, and R-2020-0357-OOM-Officer report.pdf:78:groundwater and principal surface water feature (River Tees) are considered R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:19: • Assessment of groundwater quality; and R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.4.9 Hydrogeology and Groundwater Vulnerability 118 R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.4.10 Groundwater Quality 119 R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.5.5 Groundwater aquifer - flows 123 R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.5.6 Groundwater – water quality 123 R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.6.5 Groundwater aquifer - flows 124 R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:7:8.6.6 Groundwater – water quality 124 R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:118: quality, levels and flows) and hydrogeology (groundwater quality and levels). 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:119: and good chemical status to be achieved. For groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:120: Groundwater Regulations These require the prevention of List I substances (such as R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:120: groundwater and the control of List II substances (such as R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:120: groundwater. Within the context of the WFD, the R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:120: groundwater daughter directive was brought into force in R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:120: groundwater quality. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:120: Groundwater (GP3); R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:120: • CIRIA Report 515: Groundwater Control – design and practice; R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:122: non-statutory groundwater- R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:123: Major Results in complete loss of Major reduction in groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:123: affect its use / integrity, and which Major reduction in groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:123: noticeable impact on feature, of groundwater levels, flow or R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:123: groundwater levels or water R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:124: with insufficient magnitude to groundwater levels, flow or R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:124: groundwater levels or water R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:125: water or groundwater are taken together for the R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:125: Groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:125: Mudstone groundwater potential. Although the current overall R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:125: status of the WFD groundwater body which dominates R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:125: the site is ‘Poor’, the overall groundwater resource only R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:125: yields limited amounts of groundwater, as a Secondary R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: both the surface water and groundwater environment, which will need consideration R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: The request included groundwater abstractions, surface water abstractions, water R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:127: Data requested from the EA. Groundwater levels. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:127: https://data.gov.uk/dataset/f3684ee9-4c81-4ccd- Groundwater vulnerability. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:127: a658-7f8d9dc70706/environment-agency- Groundwater quality. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:127: Management Plans (Groundwater): R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:128: groundwater abstraction. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:129: streamflow made up of baseflow (mostly groundwater input). This suggests that around R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:129: a third of the flow of the local watercourses is made up of groundwater baseflow. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:129: with low runoff rates and a small proportion of groundwater inputs making up river flow. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: of reservoir flooding or flood defences. Groundwater flooding risk is also low (FRA and R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: environment controls the behaviour and quality of the groundwater and potential R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: groundwater. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:131:8.4.9 Hydrogeology and Groundwater Vulnerability R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:131: groundwater due to localised features such as fissures, thin permeable horizons and R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:131: Groundwater levels have been reported between 1.52 and 2.5 mbgl (Enviros, 2007), R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:131: with perched groundwater levels occurring within the laminated clay, above the Glacial R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:131: considered to be laterally continuous. It is inferred that, overall, groundwater flows R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:131: The conceptual understanding of the overall groundwater functioning of the site is for R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:131: comprising slag deposits. Below this, groundwater within the glacio-lacustrine/Tidal R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: Groundwater vulnerability in the east of the site is classed as ‘Minor Aquifer High’. The R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: level reaching groundwater (expressed as high, intermediate or low vulnerability). The R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: potential for groundwater pollution is greatest where the classification is ‘high’. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132:8.4.10 Groundwater Quality R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: The groundwater quality of the Tees Mercia Mudstone and Redcar Mudstone R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: groundwater body (ID GB40302G701300) has been assessed in 2016 as having a WFD R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: with the EA’s Groundwater Protection Policy (GP3) to set up pollution prevention R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: The site investigation carried out by Enviros (2007) did not undertake groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: including characterisation of groundwater, although no further site investigations are R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: of the site and are shown on Figure 8.5 (Volume 2). Of these, the groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: 8.5.5 Groundwater aquifer - flows R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: to remain above the groundwater table, and it is unlikely that groundwater would be R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: encountered as part of these works. In addition, given the groundwater here is not R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: used as a resource, the magnitude of the effect of excavation on groundwater flow is R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: 8.5.6 Groundwater – water quality R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: During future piling activities associated with future site redevelopment, groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: groundwater (perched or otherwise). This may impact on the aquifer units below and R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: site. Therefore, any effects on groundwater quality are likely to be of minor to moderate R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: may present a risk to groundwater quality. This is likely to result a minor magnitude of 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:137:8.6.5 Groundwater aquifer - flows R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: the magnitude of change for groundwater flows impacts during operation is moderate. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: Nonetheless, for these low sensitivity groundwater receptors the level of effect is slight, R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137:8.6.6 Groundwater – water quality R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:138: the Made Ground is unlikely to introduce potential contaminants to groundwater. As R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:138: such, the magnitude of change for groundwater quality impacts during operation is R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:138: negligible, and the level of effect on the low sensitivity groundwater receptors is 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:138: These activities may have impacts to the groundwater body underlying the site. In R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:140: Groundwater and surface water monitoring will R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:140: and groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:140: Secondary Groundwater While recharge rates across areas of R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:140: (groundwater Secondary this receptor is not otherwise utilised as a water R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: Secondary Groundwater As above, groundwater monitoring would be R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: (groundwater impacted by mobilisation of contaminants is likely, prior to R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: and groundwater mobilisation (e.g. landowner / occupier who will consult with the EA R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:141: re-development groundwater conditions. Subsequently, a R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:144:Groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:145: Groundwater monitoring would be ongoing, to R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:145: Groundwater monitoring would be ongoing, to 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:147:Groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:148: • The EC Groundwater Directive (2006/118/EC) and the Groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:149: water quality, groundwater (quantity and quality) and flood and drainage risk issues. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:150: • A groundwater aquifer constituting a valuable resource because of R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:150: groundwater. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:150: • A groundwater aquifer of limited value because its quality does not R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:150: known to be sensitive to groundwater quality. R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:150: • A groundwater aquifer of low water quality and/or very low R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:150: where changes to groundwater are not expected to have an impact R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:153: Redcar Mudstone Groundwater water body (GB40302G701300). Morton West Beck R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:154: GB40302G701300 Tees Mercia Groundwater water body Poor Poor in 2015 R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:165: groundwater body (ID of Groundwater R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:166:Groundwater Contamination Low Minor - moderate • No soakaways proposed for road drainage. Not significant R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:251: groundwater conditions. Subsequently, a Remediation Strategy should be developed for R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:251: • Groundwater and surface water monitoring will be carried out associated with any site R-2019-0767-OOM-Figure 8-5 Abstraction and discharge licences.pdf:1: ! Groundwater R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:3:4.5.2 Drinking Water Groundwater Safeguard Zones (SgZ) ……………………………………………………………….. 14 R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:6:GWDTE Groundwater Dependent Terrestrial Ecosystem R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:7: • Progressively reduce the pollution of groundwater and prevent or limit the R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:9: Mudstone Groundwater water body (GB40302G701300). Morton West Beck Catchment R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:16: Redcar Mudstone Groundwater water body (GB40302G701300). Morton West Beck R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:16: GB40302G701300 Tees Mercia Mudstone Groundwater water body Poor Poor in 2015 R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:17: Tees Mercia Mudstone and The proposed development is located within this Groundwater R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:20:4.5.2 Drinking Water Groundwater Safeguard Zones (SgZ) R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:20: The site is located within the Tees Mercia Mudstone and Redcar Mudstone Groundwater R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:24: groundwater bodies 1.2km west of the site. R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:36: Tees Coastal Waterboand within the Tees Mercia Mudstone and Redcar Mudstone Groundwater R-2019-0767-OOM-Figure 8-1 Site location and hydrological features.pdf:1: ( Groundwater R-2019-0767-OOM-Non Technical Summary_Final.pdf:9:groundwater quality of the aquifer units may be R-2019-0767-OOM-Non Technical Summary_Final.pdf:9:soils and groundwater. R-2019-0767-OOM-Non Technical Summary_Final.pdf:9:on groundwater quality are likely to be of minor to moderate magnitude of change, and the level of R-2019-0767-OOM-officer report.pdf:51:sensitive receptors in both the surface and groundwater environment. R-2019-0767-OOM-officer report.pdf:51:groundwater inputs making upriver flow. The ES identifies the River Tees as R-2019-0767-OOM-officer report.pdf:51:it does influence the behaviour and quality of groundwater and so it is R-2019-0767-OOM-officer report.pdf:51:hydrogeology and groundwater vulnerability of the site is described. R-2019-0767-OOM-officer report.pdf:51:The general groundwater quality of the area is assessed as poor, largely as a R-2019-0767-OOM-officer report.pdf:52:The predicted impact of the development process on groundwater aquifer R-2019-0767-OOM-officer report.pdf:52:predicted for the groundwater aquifer in terms of flows and water quality. 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:These activities may have impacts to the groundwater body underlying the R-2019-0767-OOM-officer report.pdf:55:surface water quality, groundwater (quantity and quality) and flood and R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:4:3.3 Groundwater 9 R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:14: 3.3 Groundwater R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:14: groundwater emergence, therefore, risk of flooding from groundwater is considered to be R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf:5:Groundwater resources and surface water bodies listed under the Water R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:4:3.1.5 Flooding from Groundwater 2 R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:7:3.1.5 Flooding from Groundwater R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:7: The risk of flooding from groundwater is considered to the low based on the original report R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: FOR HOLME BECK PROPOSED 1200mmØ GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES; R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: MAINTENANCE ACCESS POINT - PROPOSED GROUNDWATER FILTER DRAIN (TYPE H R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: EXISTING 225Ømm PIPE TO BE DIVERTED AT LENGTH OF STONE SCOUR PROTECTION TO 150Ømm GROUNDWATER - PROPOSED BOUNDARY FENCE & MAINTENANCE R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: 10 1 PROPOSED GROUNDWATER A3 C02 MT DS DMA DS 21/05/21 R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 8 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000009_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES; R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES; R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 7 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000008_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES; R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: PENSTOCK, SEE NOTE 7. - PROPOSED GROUNDWATER FILTER DRAIN (TYPE H R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: 150Ømm GROUNDWATER R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: WATERCOURSE 150Ømm GROUNDWATER RE-ALIGNED HOLME R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: 7 3 1 0.75 (FREEBOARD) GROUNDWATER UPDATED FOR DESIGN CHANGES FOR CONSTRUCTION ISSUE R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 6 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000007_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES; R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: FUTURE GATEHOUSE FLOW. GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES; R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES; R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES; R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: - PROPOSED GROUNDWATER FILTER DRAIN (TYPE H R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: 150Ømm GROUNDWATER HOLME BECK R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: I 150Ømm GROUNDWATER R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: PROPOSED LINER SHALL BE IN ACCORDANCE PROPOSED GROUNDWATER Dunedin House R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01.pdf:1: GROUNDWATER FILTER PIPES, REFER TO DRAWING SERIES; R-2020-0743-CD-Redcar - MPA Area Summary.pdf:6: GI Findings Groundwater and Surface R-2020-0743-CD-Redcar - MPA Area Summary.pdf:6:• Groundwater flow appears to be towards River Tees R-2020-0743-CD-Redcar - MPA Area Summary.pdf:6: Ground and groundwater samples from the Mercia R-2020-0743-CD-Redcar - MPA Area Summary.pdf:6:• Some, but not all, dissolved contaminants in groundwater R-2020-0743-CD-Redcar - MPA Area Summary.pdf:6: groundwater from the slag deposits. R-2020-0743-CD-Redcar - MPA Area Summary.pdf:7:and groundwater do not pose a significant risk to Controlled Waters and that the aquifers are of limited R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:7:and groundwater to be conducted when further certainty on redevelopment scenarios has been confirmed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:7: groundwater investigation (to be reported under a separate cover), R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:11:Groundwater was not encountered during the investigation. The hydrogeological map for the area (Sheet 1: R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:11:Hydrogeological Map of England and Wales, 1:625,000 scale) indicates that groundwater beneath the site R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:11:within the Mercia Mudstone Formation is at an elevation of approximately 0m AOD with groundwater elevation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:11:contours indicating a flow to the north. The site is not located within a Groundwater Source Protection Zone R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:12:and given the proximity to the Tees Estuary groundwater is likely to be tidally influenced and potentially subject 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: 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: groundwater are not considered active. 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:16:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration. At this R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:16:groundwater receptors at the site. It is noted that the site is not located within a Source Protection Zone (SPZ) 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: B. Vapour inhalation of indoor and outdoor air from volatile contaminants in shallow groundwater, R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:21:Groundwater was not encountered within the trial pits therefore the significance of pollutant linkage B cannot R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22: 1) Leaching of CoC from Made Ground to groundwater in Tidal Flat Deposits R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22: 3) Horizontal Migration of contaminated groundwater to the Cleveland Channel watercourse R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22: 4) Migration of CoC in groundwater onto site from off-site sources R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22: 5) Migration of CoC in groundwater off site. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22:investigation was not intended to assess groundwater or surface water quality at the site. The proposed deep R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:22:soil and groundwater investigation will assess pollutant linkages 2 to 5. 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:25:groundwater. Considering the site setting (close to saline coastal environment) these compounds are not R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:groundwater will need to be completed to confirm this. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:25:receptors from these contaminants is likely to be low however investigation of the underlying groundwater will 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:27:from vapour intrusion of contaminants in groundwater has not been assessed as groundwater quality has not R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:27:Ground. As assessment of groundwater and surface water quality has not been conducted at this stage the R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:28: from concentrations of CoC identified in groundwater should be undertaken. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:33: On-Site Groundwater Source Incidental Ingestion R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:33: Off-Site Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:37: On-Site Groundwater Source Incidental Ingestion R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:37: Off-Site Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:40: 3.5 Groundwater …………………………………………………………………………………………………….7 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:41: Groundwater Observation Made at the Time of Site Works 3 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:42:The site works were commissioned in order to determine the ground and groundwater conditions on site prior R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:42:order to provide information on the subsurface ground and groundwater conditions as well as to obtain R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:44:The depths of all trial pits, descriptions of the material encountered, details of any groundwater encountered, R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:46:3.5 Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:46:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:46:It should be noted that groundwater levels may vary due to seasonal and other effects. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:46:Groundwater was encountered in one trial pit (MPA_AKU_TP111) during the site works operation. Where R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:46:groundwater observations were made details are given on the relevant Trial Pit Record and in greater detail R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:46:(collectively in tabulated format) as Field Data Enclosure 3: Groundwater Observations Made at the Time of R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:51:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:51:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:53:Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:62: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:62: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:65: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:65: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:67: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:67: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:70: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:70: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:73: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:73: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:76: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:76: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:79: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:79: No groundwater inflow observed. Between c.3.00-4.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:82: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:82: No groundwater inflow observed. Between c.3.70-4.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:85: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:85: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:88: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:88: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:91: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:91: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:94: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:97: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:97: No groundwater inflow observed. At c.3.70-4.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:100: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:100: No groundwater inflow observed. At c.3.50-4.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:103: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:103: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:106: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:106: No groundwater inflow observed. At c.3.80m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:109: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:109: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:112: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:112: No groundwater inflow observed. At c.3.50-4.00m BGL - Slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:115: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:115: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:118: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:118: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:121: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:121: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:124: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:124: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:127: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:127: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:130: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:130: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:133: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:133: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:136: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:136: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:139: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:139: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:142: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:142: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:145: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:145: No groundwater inflow observed. At c.4.20-4.50m - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:148: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:148: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:151: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:151: No groundwater inflow observed. At c.3.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:154:Groundwater Observations Made at the Time of Site Works R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:7:and groundwater to be conducted when further certainty on redevelopment scenarios has been confirmed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:7: groundwater investigation (to be reported under a separate cover), R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:11:Groundwater was not encountered during the investigation. The hydrogeological map for the area (Sheet 1: R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:11:Hydrogeological Map of England and Wales, 1:625,000 scale) indicates that groundwater beneath the site R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:11:within the Mercia Mudstone Formation is at an elevation of approximately 0m AOD with groundwater elevation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:11:contours indicating a flow to the north. The site is not located within a Groundwater Source Protection Zone R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:12:and given the proximity to the Tees Estuary groundwater is likely to be tidally influenced and potentially subject 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: 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: groundwater are not considered active. 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:16:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration. At this R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:16:groundwater receptors at the site. It is noted that the site is not located within a Source Protection Zone (SPZ) 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: B. Vapour inhalation of indoor and outdoor air from volatile contaminants in shallow groundwater, R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:21:Groundwater was not encountered within the trial pits therefore the significance of pollutant linkage B cannot R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22: 1) Leaching of CoC from Made Ground to groundwater in Tidal Flat Deposits R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22: 3) Horizontal Migration of contaminated groundwater to the Cleveland Channel watercourse R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22: 4) Migration of CoC in groundwater onto site from off-site sources R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22: 5) Migration of CoC in groundwater off site. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22:investigation was not intended to assess groundwater or surface water quality at the site. The proposed deep R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:22:soil and groundwater investigation will assess pollutant linkages 2 to 5. 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:25:groundwater. Considering the site setting (close to saline coastal environment) these compounds are not R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:groundwater will need to be completed to confirm this. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:25:receptors from these contaminants is likely to be low however investigation of the underlying groundwater will 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:27:from vapour intrusion of contaminants in groundwater has not been assessed as groundwater quality has not R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:27:Ground. As assessment of groundwater and surface water quality has not been conducted at this stage the R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:28: from concentrations of CoC identified in groundwater should be undertaken. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:33: On-Site Groundwater Source Incidental Ingestion R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:33: Off-Site Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:37: On-Site Groundwater Source Incidental Ingestion R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:37: Off-Site Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:40: 3.5 Groundwater …………………………………………………………………………………………………….7 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:41: Groundwater Observation Made at the Time of Site Works 3 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:42:The site works were commissioned in order to determine the ground and groundwater conditions on site prior R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:42:order to provide information on the subsurface ground and groundwater conditions as well as to obtain R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:44:The depths of all trial pits, descriptions of the material encountered, details of any groundwater encountered, R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:46:3.5 Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:46:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:46:It should be noted that groundwater levels may vary due to seasonal and other effects. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:46:Groundwater was encountered in one trial pit (MPA_AKU_TP111) during the site works operation. Where R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:46:groundwater observations were made details are given on the relevant Trial Pit Record and in greater detail R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:46:(collectively in tabulated format) as Field Data Enclosure 3: Groundwater Observations Made at the Time of R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:51:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:51:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:53:Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:62: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:62: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:65: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:65: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:67: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:67: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:70: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:70: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:73: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:73: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:76: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:76: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:79: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:79: No groundwater inflow observed. Between c.3.00-4.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:82: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:82: No groundwater inflow observed. Between c.3.70-4.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:85: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:85: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:88: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:88: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:91: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:91: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:94: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:97: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:97: No groundwater inflow observed. At c.3.70-4.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:100: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:100: No groundwater inflow observed. At c.3.50-4.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:103: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:103: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:106: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:106: No groundwater inflow observed. At c.3.80m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:109: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:109: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:112: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:112: No groundwater inflow observed. At c.3.50-4.00m BGL - Slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:115: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:115: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:118: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:118: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:121: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:121: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:124: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:124: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:127: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:127: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:130: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:130: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:133: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:133: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:136: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:136: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:139: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:139: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:142: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:142: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:145: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:145: No groundwater inflow observed. At c.4.20-4.50m - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:148: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:148: No groundwater inflow observed. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:151: PLAN GROUNDWATER R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:151: No groundwater inflow observed. At c.3.50m BGL - slag is damp. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:154:Groundwater Observations Made at the Time of Site Works R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:329: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:376:NVP Contaminant has low vapour phase in groundwater R-2020-0743-CD-COMPLIANCE DECISION NOTICE.pdf:2: from concentrations of CoC identified in groundwater; and R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:48: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:95:NVP Contaminant has low vapour phase in groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:5: Groundwater Management ……………………………………………………………………………………… 21 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:8:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:Groundwater was not encountered during the investigation. The hydrogeological map for the area R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:(Sheet 1: Hydrogeological Map of England and Wales, 1:625,000 scale) indicates that groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:with groundwater elevation contours indicating a flow to the north. The site is not located within a R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:Groundwater Source Protection Zone and given the proximity to the Tees Estuary groundwater is likely R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:12:Made Ground. As assessment of groundwater and surface water quality has not been conducted at this R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:13: • Water Resources –The groundwater at the site has not at the time of writing been investigated. 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:13: due to changes in loading or groundwater regime; R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:13: groundwater movement; R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:15:Environment Agency (groundwater team) with respect to the remediation strategy while planning R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:17:• Manage perched and confined groundwater within the Made Ground encountered during R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:18:• Geology/Hydrogeology e.g. Aquifer hydraulic conductivity, groundwater flow velocity, permeability, R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:21: • Groundwater / perched water management and treatment may be required where excavation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:25:the Local Authority and the Environment Agency (groundwater team) with respect to the remediation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:27: Groundwater Management R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:27:Groundwater and accumulated water may be encountered within excavations and subsurface R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:27:excavations. Recovered groundwater will be sampled and classified to allow appropriate disposal, R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:27:storage of groundwater or accumulated water shall be within storage vessels, which are to bunded and 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:34: • Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:40: On-Site Groundwater Source Incidental Ingestion R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:40: Off-Site Groundwater R-2020-0743-CD-COMPLIANCE OFFICER REPORT.pdf:1:concentrations of CoC identified in groundwater; and R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:4: Groundwater ……………………………………………………………………………………………………………………. 13 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Selection of Groundwater GAC ………………………………………………………………………………………….. 21 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Groundwater Risk Assessment ………………………………………………………………………………………….. 21 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Qualitative Risk Assessment for Substances in Groundwater Without GAC ……………………………..22 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Groundwater ……………………………………………………………………………………………………………………. 25 R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:5: Qualitative Risk Assessment for Substances in Leachate, Surface and Groundwater without WQS R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:6:GQRA – Summary Groundwater Screen R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:7:and groundwater (this phase) to be conducted when further certainty on redevelopment scenarios had been R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:7: bgl) and groundwater investigation (this document), 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:12:The site is not located within a Groundwater Source Protection Zone and given the proximity to the Tees R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:12:Estuary groundwater is likely to be tidally influenced and potentially subject to saline intrusion. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:12:Groundwater levels recorded within the Made Ground and shallow superficial deposits (Tidal Flat Deposits R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:12:Although groundwater may be present within the Glaciolacustrine Deposits this unit is classified as R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:12:unproductive strata and is unlikely to be the source of significant transmission of groundwater. The Glacial Till R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13: Groundwater Groundwater Groundwater Depth to R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13: Elevation Elevation Elevation Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13:geological unit is classified as unproductive strata. Groundwater flow within the Made Ground is indicated to R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13:the north to northwest. Groundwater flow within the Tidal Flat Deposits could not be confirmed based on the R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13:hydraulic continuity with the Made Ground, within twin installations the resting groundwater level in the Made R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13:indicates that groundwater beneath the site within the Mercia Mudstone Formation is at an elevation of R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13:approximately 0m AOD with groundwater elevation contours indicating a flow to the north. Based on the R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13:Groundwater levels recorded within the bedrock deposits during the site investigation are shown in the table R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:13:below and on Figure 3 in Appendix A. The resting groundwater levels in the monitoring wells screened across R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:14:rests above the upper surface of the mudstone itself. It was noted that the resting groundwater elevations R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:14: Groundwater Groundwater Groundwater Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:14:migration of groundwater within more permeable horizons of the Glaciolacustrine Deposits and is also inferred R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:14:Groundwater monitoring for potential tidal influence was not complete at the time of report issue and will be R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:15:measured in the groundwater samples collected assuming all chloride resulted from NaCl. The concentration R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:15:used to determine whether the groundwater underlying the site was likely to be saline, brackish or fresh. 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:19: Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:Metals were measured in all groundwater samples; metals boron, calcium, magnesium, manganese, sodium, R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:and iron were measured at the highest concentrations and in all groundwater samples. Metals concentrations R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:Elevated levels of sulphate and chloride were measured in all samples. The pH of the groundwater in wells R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:Concentrations of TPH were below the MDL in all groundwater samples: Polycyclic aromatic hydrocarbons R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:19:groundwater samples with the exception of a single detection of methylene chloride in MPA_AUK_BH107M at R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:20:Metals were measured in all groundwater samples; metals boron, magnesium, manganese, and iron were R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:20:measured at the highest concentrations and in all groundwater samples. Metals concentrations were generally 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: potentially active. Given the depth to groundwater (greater than 4.5m bgl, unless the final ground elevation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:21: is reduced significantly), direct contact pathways in relation to groundwater are not considered active. 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:While groundwater is a Controlled Water, it is the classification of the aquifer within which the groundwater is R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:22:groundwater receptors at the site. It is noted that the site is not located within a Source Protection Zone (SPZ) R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:22:which indicates groundwater to be brackish. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:22:and MPA_AUK_BH108M groundwater was resting above the top of the well slotted section indicating the data R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:22:monitoring well was designed to assess groundwater conditions within the superficial deposits rather than 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: B. Vapour inhalation of indoor and outdoor air from volatile contaminants in groundwater, (potential R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27: Selection of Groundwater GAC R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:in groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27: Groundwater Risk Assessment R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:Concentrations of volatile contaminants in 11 groundwater samples were screened against the inhalation GAC R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:health from inhaling volatile contaminants emanating from groundwater beneath the site (potential pollutant R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:27:in groundwater is not considered to be significant. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28: Qualitative Risk Assessment for Substances in Groundwater Without GAC R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28:Many were not measured above MDL in groundwater. Based on a review of the MDLs, these are not R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28:Methylene chloride did not have a GAC and was recorded in one groundwater sample however the 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: 1) Leaching of CoC from Made Ground to groundwater in Tidal Flat Deposits R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28: 3) Horizontal Migration of contaminated groundwater to the Cleveland and Lackenby Channel R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28: 4) Migration of CoC in groundwater onto site from off-site sources R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:28: 5) Migration of CoC in groundwater off site in the Tidal Flat Deposits and Mercia Mudstone. 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:31: Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:31:Eleven groundwater samples were obtained from monitoring wells and analysed for a range of contaminants R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:33:and PAHs were also measured in excess of WQS. It is noted that the groundwater pH is neutral to slightly R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:34:Groundwater without WQS R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:groundwater. Considering the site setting (close to saline coastal environment) these compounds are not R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:Concentrations of PAH have been measured in excess of WQS in ten leachate, six groundwater, and five R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:excess of the WQS in leachate. Of these, only lead was measured in excess of the WQS in groundwater, and R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:Concentrations of boron, iron, and manganese have been measured in excess of WQS in groundwater. None R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:source of elevated concentrations of heavy metals in the groundwater is unlikely to have been identified as R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:measured above the EQS in groundwater at the site and therefore are the site is not considered a likely source R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:Manganese was measured in groundwater sampled from nine wells at the site, boron from six wells, and lead R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:Concentrations of ammoniacal nitrogen were marginally in excess of the WQS in six of the eleven groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:from concentrations of ammoniacal nitrogen measured in groundwater requires further consideration. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:Phenol was measured at concentrations an order of magnitude above the WQS in groundwater sampled from R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:samples tested or in surface water. As such, the source of the phenol in the groundwater does not appear to R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:35:possible that the phenol concentrations measured in the groundwater are a result of contaminants migrating 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: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:slag materials) and groundwater were assessed using Generic Assessment Criteria (GAC). None of the R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:noted to be basic / alkaline, groundwater pH was noted to be neutral to slightly alkaline / basic. Contaminants R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:Ground and groundwater samples from the Mercia Mudstone Formation and Tidal Flat Deposits. Some, but 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:some leaching is occurring into shallow groundwater from the slag deposits. For some contaminants such as R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:phenol, and manganese, concentrations were significantly lower in leachate than in groundwater indicating R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:groundwater samples collected from the site, taking the wider environmental setting into account including the R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:Based on the groundwater elevation data for the Made Ground data the groundwater flow is expected to have R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:data set groundwater flow could not be confirmed for either the Tidal Flat Deposits or the Mercia Mudstone. R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:metals, ammoniacal nitrogen, PAH and phenol, that groundwater flow is potentially towards the River tees and R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38: 1. Additional groundwater and surface water monitoring should be conducted to create a broader R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:46: On-Site Groundwater Source Incidental Ingestion R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:46: Off-Site Groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:47: On-Site Groundwater Source Incidental Ingestion R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:47: Off-Site Groundwater 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. 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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: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: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:136: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:137: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:138: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:139: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:140: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:141: Contract Title and Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:142: Contract Title and Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:143: Contract Title and Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:144: Contract Title and Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:145: Contract Title and Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:146: Contract Title and Groundwater Investigation 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: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: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: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:153: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:154: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:155: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:156: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:157: Contract Title Groundwater Investigation 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: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:161: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:162: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:163: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:164: Contract Title Groundwater Investigation R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:165: Contract Title Groundwater Investigation 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: GROUNDWATER MONITORING RESULTS 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:211:NVP Contaminant has low vapour phase in groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:212:GQRA – Summary Groundwater Screen R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:213:Table F1: Groundwater GAC Protective of Human Health and Water Resources R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:213:NVP Contaminant has low vapour phase in groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:214:Table F1: Groundwater GAC Protective of Human Health and Water Resources R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:214:NVP Contaminant has low vapour phase in groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:215:Table F1: Groundwater GAC Protective of Human Health and Water Resources R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:215:NVP Contaminant has low vapour phase in groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:217:NVP Contaminant has low vapour phase in groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:218:NVP Contaminant has low vapour phase in groundwater R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:219:NVP Contaminant has low vapour phase in groundwater R-2023-0224-CD-50134216_1_CEMP.pdf:13:include additional ground investigation to characterise soil and groundwater conditions. Subsequently a R-2023-0224-CD-50134216_1_CEMP.pdf:14: groundwater pollutants (including plant) will be moved to a safe area R-2023-0224-CD-50134216_1_CEMP.pdf:15:Equipment / groundwater have drip trays and undergo regular maintenance checks R-2023-0224-CD-50134216_1_CEMP.pdf:15: / groundwater include training of relevant staff and spill response drills. R-2023-0224-CD-50134216_1_CEMP.pdf:15:Earthworks Pollution to surface Groundwater and surface water monitoring will be carried out as R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:Growth curve factor 1 year: Where groundwater levels are low enough the use of soakaways R-2023-0224-CD-CON LAND 0224.pdf:1:include additional ground investigation to characterise soil and groundwater R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:13: limited amounts of groundwater due to localised R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:13:Arcadis6 noted that groundwater elevation (over three monitoring rounds) in the superficial deposits was R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:13:the bedrock. The groundwater flow direction within the superficial deposits and the bedrock of the wider R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:13:based on limited groundwater elevation data from a limited number of wells given the size of the R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:13:therefore deemed it likely that the inferred groundwater flow directions are in line with the regional R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:13:however there is not enough data to determine conclusively that the groundwater is tidally influenced. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:14: There are no groundwater Source Protection Zones recorded within 1 km of the site. There are no R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:14: recorded abstractions from groundwater within 1 km of the site. The site is not located within a Drinking R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:14: while the site is considered a lower environmental sensitivity area with respect to groundwater, the EA R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:14: assessment of the groundwater environment undertaken as part of the Phase 2 Environmental Site R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:18: Groundwater receptors R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:18: Groundwater receptors The Sherwood Sandstone Group (Principal Aquifer), located at depth beneath the R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:19: Construction workers have the potential to come into contact with contaminants in soil and groundwater during site enabling works and R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:19: or groundwater proposed buildings, access roads and car parking space. There may be some limited risk of exposure from the communal soft R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:19: Maintenance workers may have the potential to come into contact with contaminants in soil and groundwater if required to break ground R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: materials) contaminated groundwater. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: soil/groundwater R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: heavily industrialised. As such, groundwater in the shallow aquifers underlying the site is considered to be of low sensitivity. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:23: soil/groundwater/dust/inhalation of dusts Construction/maintenance R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:23: Migration of contaminants in groundwater via R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:24: infilled land, fire station. onto site in soil and groundwater with workers likelihood R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:25: contact/ingestion with soils and/or groundwater or inhalation/ingestion of dust/fibres; R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28:4.3.2 Groundwater Levels R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: Three rounds of groundwater monitoring were undertaken at one location on the site by Arcadis on R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: 06 May 2020, 15 June 2020 and 30 June 2020. Groundwater levels recorded at the site by Arcadis R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: Table 4-4: Summary of Groundwater Level Monitoring (adapted from Arcadis, 20206) R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: Groundwater Groundwater Groundwater to Groundwater R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: directly above the Mercia Mudstone. Based on the groundwater elevations measured over the three R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: groundwater monitoring rounds, the groundwater in BH105 is considered to be in continuity with the R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: determined that the groundwater flow was generally towards to northeast in both the superficial R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: the east, towards the North Sea. The groundwater flow direction inferred for the groundwater for R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: In addition to the groundwater level monitoring detailed in the Arcadis report6, continuous R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: groundwater level monitoring was undertaken as part of the Arcadis ground investigation6 in BH101D R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: 2020. Continuous groundwater monitoring was selected in order to assess groundwater fluctuations R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: cycles in groundwater levels that may reflect changes in the tides, there was insufficient evidence to R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: conclusively state that the groundwater is tidally influenced. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:29: A variety of chemical testing was undertaken on soil, soil leachate and groundwater as part of the R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: Vapours from Groundwater R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: Arcadis3 assessed 12 groundwater samples from the whole area of the Grangetown Prairie for risks R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: associated with inhalation of volatile contaminants (VOCs) in groundwater, using GACs which were R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: the receptor. No exceedances of the GACs were identified in the 12 samples of groundwater tested R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: Elevated concentrations of free cyanide (in soils and groundwater) and naphthalene (in soils) were R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:30: to assess the risk to human health from soil and groundwater from free cyanide based on a generic R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: Groundwater R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: To evaluate potential risks to groundwater, Arcadis3 screened samples of soil leachate and R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:31: groundwater obtained during their ground investigation (AEG 42519) against GACs derived from the R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:32: A total of two samples of groundwater were taken within the site from boreholes BH102 and BH105 R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:32: and an additional ‘grab sample’ from TP115 groundwater. All three samples were analysed and R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:32: the investigation/sampling process, and may skew overall groundwater monitoring results to include R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:32: Table 4-8: Summary of Groundwater Exceedances R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: Exceedances of at least one groundwater GAC were recorded in all samples of soil leachate and R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: groundwater across the site in all strata from which samples were taken, indicating poor R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: groundwater quality at the site as a whole and the potential for contamination to leach from strata R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: Arcadis3 described similar exceedances of the groundwater GACs at the site and across the wider R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: groundwater impacts should be undertaken, including a detailed quantitative risk assessment R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: groundwater. None of the soil or groundwater results on site exceed the GACs. Arcadis therefor R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: and groundwater beneath the site is not significant. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: Further assessment of groundwater was undertaken by Arcadis6 in August 2020. As part of this R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:34: and unlikely to support significant groundwater flow. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:34: that the risk from contaminants in groundwater at Grangetown Prairie to sensitive receptors to be R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:34: low, and discounted groundwater from further assessment. While this low risk is anticipated to apply R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:34: Additionally, Arcadis noted that with the exception of BH108S, groundwater levels were recorded R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: Arcadis Detailed CSM review found that no soil or groundwater cyanide R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: recorded in groundwater and soil leachate across the site in Made R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: groundwater nitrogen, BTEX, R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: groundwater regime for the site. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:36: Groundwater receptors R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:36: Groundwater receptors The Sherwood Sandstone Group (Principal Aquifer), located at depth beneath the R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:37: Construction workers have the potential to come into contact with contaminants in soil and groundwater during site enabling R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:37: groundwater Operation (including maintenance): R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:37: Maintenance workers may have the potential to come into contact with contaminants in soil and groundwater if required to break R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: materials) groundwater. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: soil/groundwater R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: Chemical testing of soil leachate and groundwater at the site indicates that the groundwater is significantly impacted by R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: permeability. No potentially sensitive groundwater or surface water receptors are located in the vicinity of the site, and R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: Vertical migration of groundwater at the surrounding Grangetown Prairie is similarly impacted. The site and surrounding area have a similar industrial R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: contaminants via setting and are of similar low sensitivity with respect to groundwater contamination. This should be confirmed via completion of R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:39: Undifferentiated Aquifers. It is noted that the latter contain significant contaminant concentrations in groundwater suggesting that R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:41: soil/groundwater/dust/inhalation R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:41:Contaminants in groundwater Future site users (commercial) Medium Likely Moderate R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:41: groundwater via preferential Undifferentiated Aquifers R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: groundwater conditions due to the requirement for deep excavations and increased soil infiltration (in R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: Given the laterally and vertically widespread nature of groundwater contamination at the site, low R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: permeability of the underlying geology and the low sensitivity of the environment to groundwater R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: parts of the site, and the EA concerns with relation to groundwater at Grangetown Prairie, it is R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: While the site is considered by Arcadis to be of lower sensitivity with respect to groundwater, it is R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: significant risk of contaminant migration in groundwater via preferential pathways. In combination R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: the construction and the groundwater assessments undertaken by Arcadis to date, this is anticipated R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: to fulfil the EA requirements for investigation of risks to groundwater. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: Completion of To confirm that groundwater impacts have At the point that the Client takes on the R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: thresholds impacts in groundwater, barrier pipe may the remediation works. If so, no further R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: risk assessment migration in groundwater via preferential to be acceptable without appropriate R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:44: DQRA is completed. Given the EA’s concern about the quality of groundwater in the area, R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:45: No visible NAPL to be recorded on groundwater or accumulated water as far as R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:46: Dewatering of below-ground structures and excavations with Net reduction of contaminated groundwater R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: Strategy, in particular recommendations for groundwater management and unexpected R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: remediation level, given the widespread extent of contamination in soil and groundwater in both R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: reduction of contaminated groundwater on the site. R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: Strategy, in particular recommendations for groundwater management and unexpected R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: Strategy, it is expected that the potential for leaching of additional contaminants to groundwater via R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: potential risks to groundwater from preferential pathways created by piled foundations. Later R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: assessment undertaken by Arcadis discounted groundwater as a sensitive receptor and the ROA and R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: that the piled foundations will create no significant risk of contaminant migration in groundwater, and R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: fulfil the EA requirement for appropriate investigation and assessment of the groundwater R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:49: − Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: foundations or design details to confirm no significant risk of contaminant migration in groundwater via R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: groundwater Strategy, in particular recommendations for groundwater management and unexpected R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: structures (if and groundwater removed from the excavations) R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: As per the deep excavations, depending upon depth and groundwater levels at required R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:3:Growth curve factor 30 years: 1.75 1.75 Where groundwater levels are low enough the use of R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:14:4.24 The BA Facility site is not situated within a groundwater source protection zone. R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:14: Environment Agency’s Areas Susceptible to Groundwater Flooding (AStGWF) R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:14: groundwater emergence. Additionally, recorded groundwater levels from ground R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:14: investigations at the ERF site suggest groundwater flooding at the surface is R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:14: unlikely as the majority of recorded groundwater depths were greater than 1 m R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:14: below ground level, but groundwater height varied across the site suggesting R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:14: uneven perched groundwater which may be affected by the composition of Made R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15:4.26 There is the potential for effects on groundwater and surface water quality as a R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15: foundations may also impact on groundwater levels during construction. R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15: are available to minimise the potential for pollution and protect groundwater. Such R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15:4.27 There is the potential for pollution of surface waters and groundwater by leaks and R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15: groundwater quality during operation. R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:30: hazardous to the environment (including groundwater, freshwaters, estuarine R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:90: hydrogeology (groundwater quality and levels) and contamination. R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:91: • The risk to the superficial aquifer as a groundwater resource is considered to R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:91: shallow groundwater during construction and excavation works, (e.g. below- R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:91: contaminants to migrate to the groundwater is considered to be low given the R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:93: 1 and flood risk from all sources is considered to be low, except for groundwater R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:94: during operations, as well as potential risks to groundwater contamination from R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:95: groundwater such as piles, for example, by the provision of granular R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:95: groundwater flow rates to be approximately equivalent to that pre- R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:95:8.16 Prior to groundwater dewatering (if required during construction), the following R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:96: • Application for groundwater abstraction license R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:96: • If necessary, design remediation to treat groundwater and reduce R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:96: • Provision of strategy for monitoring of water quality, groundwater level and R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:97: ground conditions, groundwater, flood risk and surface water quality during R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:147: investigation to characterise soil and groundwater conditions. Subsequently, a R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:148: Groundwater and surface water monitoring will be carried out associated with R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:4:3.3 Underlying Geology and Groundwater Levels 5 R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:4:3.9 Groundwater Flood Risk 8 R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:4:4.5 Groundwater 10 R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:6: ii. An assessment of flood risk from all sources including tidal, fluvial, pluvial, groundwater R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:10:3.3 Underlying Geology and Groundwater Levels R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:11: groundwater within the Made Ground at depths between 0.3 mbgl to 3.5 mbgl. This was believed R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:11: to be perched groundwater within granular horizons and subsurface structures. Borehole logs R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:11: from the investigation indicated groundwater in the superficial deposits from 1.1 mbgl to 3.0 R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:11: mbgl (or 3.7 mAOD to 7.1 mAOD). Groundwater was also found in the bedrock at depths as high R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:11: as 4 mbgl. It may therefore be inferred that the direction of groundwater flow is towards the R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:11: The site is not situated within a groundwater Source Protection Zone (SPZ). R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13:3.9 Groundwater Flood Risk R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: Groundwater flooding is caused by the emergence of water originating from sub-surface R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: permeable strata. A groundwater flood event results from a rise in groundwater level sufficient R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: Infrastructure below ground. Groundwater floods may emerge from either point or diffuse R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: Groundwater Flooding (AStGWF) dataset, indicates that the proposed development is situated R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: within an area of <25% risk of groundwater emergence. Additionally, the recorded groundwater R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: levels from the previous nearby ground investigations would suggest groundwater flooding at the R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: surface is unlikely as the majority of recorded groundwater depths were greater than 1 mbgl, R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: however groundwater height varied considerably in places, suggesting uneven perched R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: groundwater. This may be affected by the composition of Made Ground. R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: Groundwater flood risk at the surface is therefore considered to be low to medium depending on R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:14: show there is discontinuous perched groundwater R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:14: the surface. Additionally, shallow groundwater is R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:14: as high as 7.1 mAOD. The perched groundwater R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:14: Groundwater x x topography and the Made Ground constituents. R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:14: Groundwater within the superficial deposits is less R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:14: Overall groundwater flooding risk to the site is R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:15:4.5 Groundwater R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:15: The risk of groundwater flooding at the surface is low-to-medium depending on surface R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:15: site, the exact risk of groundwater flooding in specific locations of the proposed development may R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:18: groundwater recharge R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:22: The risk of groundwater flooding at the surface is low to medium depending on local elevation R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:41: and the sea. The risk of groundwater flooding at the surface is low to medium R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:20: groundwater, into off-site watercourses (e.g. Holme Beck, Cross Connector R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:39:Describe the functions and values of the wetland in groundwater recharge, flood control, sediment trapping, shoreline R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:4:3.1.5 Flooding from Groundwater 3 R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:8:3.1.5 Flooding from Groundwater R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:8: The risk of flooding from groundwater is considered to the low based on the original report 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-MGE04279 Contaminated Land 0820.pdf:2:investigation and/or groundwater monitoring may be required to inform the CSM and R-2020-0820-ESM-MGE04279 Contaminated Land 0820.pdf:2:confirm the overall significance of likely impact to groundwater and surface water. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:6: 2 Appendix G2: Soil and Groundwater Baseline Characterisation Study Corus Teesside R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:6: 3 Appendix G3: Soil and Groundwater Baseline Characterisation Study Corus Teesside R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:6: 4 Appendix G4: Soil and Groundwater Baseline Characterisation Study Corus Teesside R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:8: 9 Groundwater Directive 2006/118/EC (Ref 9); R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:8: 21 Environment Agency, Land contamination groundwater compliance points: quantitative R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:8: 22 Environment Agency, Protect groundwater and prevent groundwater pollution, 2017 (Ref R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:8: 23 Environment Agency, Groundwater protection technical guidance, 2017 (Ref 23); R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:8: 24 Environment Agency, The Environment Agency’s approach to groundwater protection, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:11: methodology considers the potential presence of land and groundwater contamination as well as R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:11: • Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Factual R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:11: • Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:11: • Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Summary R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:12: contamination in spillage events from adversely affecting surface water or groundwater as R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:13: mobilisation of contaminants. The groundwater beneath the site is considered low R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:15: Surface waters and/or groundwater: Earthworks resulting in high R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:15: (Principal Aquifer, groundwater source Classification of surplus soil as R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:15: Surface water and/or groundwater: Pollution loss of feature or attribute R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:16: Surface waters and/or groundwater: Slight Earthworks resulting in low volume of R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:16: Surface waters and/or groundwater: attribute R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:17: active groundwater remediation is required on the site due to previous discussions with the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:17: active remediation of groundwater is required. Comments received from RCBC (Appendix G13) R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:17: groundwater is not required (subject to any further data that may be obtained as part of R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:17: site, it is assumed that the groundwater across the whole Teesworks site would be considered R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:17: the same and therefore no active groundwater remediation is required. The effect of the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:17: proposed development on groundwater is however still considered in this EIA (see Sections G5 R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:21: 5 boreholes (groundwater monitoring) and 12 R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:21: Five groundwater samples from wells for metals, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:21: Geotechnics (AEG) Ltd Installation of 3 no. groundwater monitoring R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:21: (Appendix G6) wells, and 1 no. combined groundwater / ground R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:22: 3 Groundwater quality and soil leaching potential - There remains a data gap with respect to R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:22: groundwater quality and soil leaching potential across the site and further investigation R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:22: and/or groundwater monitoring may be required to inform the CSM and confirm the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:22: overall significance of likely impact to groundwater and surface water. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:22: excavated, three due to collapse/instability of the pit, and 30 due to groundwater ingress). R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:22: Where groundwater ingress occurred, this was typically at the base of the Made Ground. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:24: obstructions, groundwater inflow or instability in the Made Ground. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25: store and yield limited amounts of groundwater due to localised features such as fissures, thin R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25:G4.46 The site is not located within a Groundwater Source Protection Zone, nor within a surface water, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25: groundwater, or eutrophic Nitrate Vulnerable Area. The site has a Groundwater Vulnerability R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25:G4.47 From the Enviros (Appendices G2 to G4) works, groundwater ranged between at 0.87m bgl and R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25: 2.37m bgl and the report inferred a general northwards groundwater flow direction with R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25: localised depressed groundwater levels in the south of the BOS area. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25:G4.48 Groundwater monitoring undertaken by AEG (Appendix G6) indicated that there was R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25: consistency in the order of the groundwater elevation data collected from the monitoring wells R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25: groundwater elevation and S3-BHB03 recording the lowest. Based on the elevation data R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25: recorded groundwater flow within the Made Ground is inferred to be in an easterly or north R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25: size of the site and groundwater flow including in bedrock is likely be influenced by the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25:G4.49 Groundwater monitoring data also indicated that the groundwater recorded within the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25:G4.50 Groundwater was encountered in 38 out of 75 trial pits at depths of between 0.7m and 3.4m bgl, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:25: “perched” water and may not be representative of the regional groundwater elevation. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:27:G4.57 Compared with UK Drinking Water Standards, shallow groundwater beneath the site has R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:27: alkaline groundwater conditions. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:28:G4.68 Groundwater samples were obtained from four boreholes across the site. Dissolved R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:29: Groundwater Applicable Medium R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:29: groundwater and migration into surface water R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:31: include soil and groundwater analysis and gas monitoring as required; R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:32: Impact on Environmental Receptors (Surface Waters and Groundwater) R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:32:G5.11 As detailed above limited groundwater samples were obtained from across the site and dissolved R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:32: Quality Standards. A risk to groundwater resources through leaching of contaminants was R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:32: G11) and confirmed that active remediation of groundwater is not required. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:32:G5.13 The sensitivity of the controlled water receptors (surface waters and groundwater) is considered R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: Impacts on Environmental Receptors (Surface Waters and Groundwater) R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: proposed. There remains a data gap with respect to groundwater quality and soil leaching R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: potential across the site and further investigation and/or groundwater monitoring may be R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: required to inform the CSM and confirm the overall significance of likely impact to groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:37: Impact on Environmental Receptors (Surface Waters and Groundwater) R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:37:G7.2 The sensitivity of the surface water and/or groundwater is medium and the magnitude of impact R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:38: surrounding properties) is very high and high to medium respectively while the groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:38: Groundwater impacting the Contamination R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:38: groundwater / R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:41: 9 Groundwater Directive 2006/118/EC R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:41: 21 Environment Agency, Land contamination groundwater compliance points: quantitative R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:41: 22 Environment Agency, Protect groundwater and prevent groundwater pollution, 2017 R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:41: 23 Environment Agency, Groundwater protection technical guidance, 2017 R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:41: 24 Environment Agency, The Environment Agency’s approach to groundwater protection, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:42: 38 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Factual R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:42: 39 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:42: 40 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Summary R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:5:Lackenby, South Tees: Appendix G2: Soil and Groundwater Study – Volume 1 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:5: Appendix G2: Soil and Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:6: Soil and Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:8: 3.13 Groundwater Results 56 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:9: 4.7 Groundwater Results 77 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:9: 5.11 Groundwater Results 117 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:Figure 9 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:Figure 10 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:Figure 11 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:9. Analysis Certificates, Groundwater And Surface Water R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:11: groundwater conditions across the Teesside Works. The investigation has been R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:11: groundwater samples in order to provide sufficient information on which to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:11: groundwater conditions across each of the three sites. In addition, operational, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:12: groundwater sampling. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:12: guidance values . Groundwater conditions are also described for each site. A 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: groundwater quality, and potential pathways for contaminant migration. The R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:14: groundwater monitoring (borehole logs are provided in Appendix 2-4). 20 tonne R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:15: 2.3.4 Groundwater Sampling R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:15: 2.3.5 Groundwater sampling was undertaken by an Enviros engineer upon R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:16: the borehole had purged dry prior to stabilisation. Groundwater samples were taken R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:16: the absence of either CLEA or DIVs. For groundwater and surface water, UK R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:16: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:19: • Hydrogeology : Source Protection Zones, Groundwater Vulnerability, aquifer R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:19: classification and groundwater abstractions; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:19: groundwater and Tier 1 screening are summarised at the end of each section. 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:22: controlled water ie. surface water and groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: 3.3.5 The Redcar Works are not situated within a groundwater Source Protection R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: Zone designated by the Environment Agency (EA). There are no groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: 3.3.6 The Groundwater Vulnerability map classifies the drift of the Tidal Flats R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: potential to move rapidly to underlying strata or to shallow groundwater.” The R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: thick mudstone formations. Groundwater is abstracted from the Triassic Sandstone R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: perched groundwater within this range between permeable Made Ground, sands R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: groundwater flow is north north-west toward the River Tees and the North Sea and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: the Redcar Works. Groundwater monitoring over a twelve hour period showed that R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: the tidal influences on groundwater were not significant. The site geology and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:24: Source(s) Groundwater? Type R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:25: i s situated down gradient of the works with respect to the groundwater flow and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:25: surface water or groundwater. There are no other designated sensitive habitats in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:25: 3.3.19 Migration of contaminants would be via groundwater and surface water to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:26: Groundwater Minor Aquifer Low Site underlain by a Minor Aquifer. No R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:26: licensed groundwater abstractions within R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:26: Groundwater flow toward north nor th R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:26: and Coatham ecologically sensitive area. Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:26: sites Corus and groundwater and surface water to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:27: • Advancing t wo groundwater monitoring boreholes (11AB1, 11AB2) using a R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:27: encountered) and recovery of one groundwater sample. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:27: • Groundwater was encountered at six locations within the Made Ground at R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:31: • Advancing two groundwater monitoring boreholes (12AB2, 12BB1) using a R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:31: encountered) and recovery of two groundwater samples. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:31: • Groundwater was encountered at several locations within the Made Ground at R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:37: • Advancing two groundwater monitoring boreholes (13AB2, 13CB1) using a R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:37: encountered) and recovery of two groundwater samples. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:37: • Groundwater was encountered frequently in the Made Ground at depths of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:43: • Advancing two groundwater monitoring boreholes (14AB1 and 14AB2A) using R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:43: encountered) and recovery of two groundwater samples. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:43: • Groundwater was encountered at two locations at depths of 3.4 and 4.12m bgl; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:47: • Advancing three groundwater monitoring boreholes (15AB1-3) using a shell R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:47: encountered) and recovery of three groundwater samples. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:47: • Groundwater was encountered frequently (generally in the Made Ground) at R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:57: • Advancing two groundwater monitoring boreholes (16BB1, 16AB2) using a R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:57: encountered) and recovery of two groundwater samples. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:57: • Groundwater was encountered at two locations at 3.6 and 5.0m bgl; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:60: • Advancing three groundwater monitoring boreholes (17AB3, 17BB1, 17CB2) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:60: encountered) and recovery of three groundwater samples. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:60: • Groundwater was encountered frequently at depths of between 3.4 to 5.8m; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: 3.13 Groundwater Results R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: 3.13.1 Groundwater Levels R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: 3.13.2 The results for the groundwater monitoring for boreholes advanced across R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: Table 6 Groundwater Monitoring Results – Redcar Site R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: Groundwater Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: 3.13.3 The depth to groundwater at the Redcar Works varied between 1.92m bgl R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: 3.13.4 The pattern of shallow groundwater contours based on static water levels R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: is shown on Figure 9. Groundwater levels were highest (5.0mOD) in Area 13, Sinter R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: Plant with groundwater flow primarily northwards toward the South Gare and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: 3.13.5 Groundwater levels in the north north-west of the Redcar Work s, Area 16, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Tees with the lowest groundwater contours of 1.25mOD near to the site boundary R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: 3.13.9 Groundwater Lab Results R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Groundwater pH values ranged from acidic (pH 5.1 – FAS7) to highly alkaline R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: (12.2 – 16BB1). However, the 95 percentile calculated for groundwater (9.4) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Groundwater samples from boreholes 13AB2 and 16AB2 contained arsenic R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Chromium contamination was found in groundwater from borehole 16BB1 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Selenium contamination was found in groundwater from borehole 15AB1 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Elevated copper concentrations were detected in six of the groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: All but two groundwater samples (14AB1, and 16BB1) contained elevated R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Two groundwater samples from 11AB2 (0.10 mg/l) and 12BB1 (1.00 mg/l) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:71: Four groundwater samples exceeded guideline values for TPH (0 .6 mg/l) – R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: • E xcavation of 120 trial pits and 16 groundwater monitoring boreholes; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: encountered) and recovery of 15 groundwater samples from boreholes. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: • Groundwater was encountered within the Made Ground where underlain by fine R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: water body within the Made Ground. Groundwater flow within Made Ground R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: northwest in Area 17, By Products groundwater flow is in the direction of the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: widespread slag within the fill materials . However groundwater pH was only R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:75: shallow and deep sampling location. Likewise, groundwater also was high in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:75: and boron) was found in groundwater but appeared to be unrelated to overlying R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:75: Areas. TPH in excess of guideline criteria in groundwater at 14AB1 may be a R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:75: elevated hydrocarbons were found in the groundwater at four locations in the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:77: 4.3.5 The Lackenby Works are not within a groundwater Source Protection Zone R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:77: designated by t he Environment Agency (EA). There are no groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:77: 4.3.6 The Groundwater Vulnerability map (Ref. 3) classifies the impermeable R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:77: potential to move rapidly to underlying strata or to shallow groundwater.” The R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:77: thick overlying mudstone formations. Groundwater is abstracted from the Triassic R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:77: Ground and less permeable clays. Perched groundwater was found between depths R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:77: groundwater was not considered to be vertically or laterally continuous as the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:78: PPC desk study did not indicate the direction of groundwater flow at the Lackenby R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:78: Source(s) Groundwater? Type R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:79: 4.3.16 Migration of contaminants would be via groundwater and surface water to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:79: Groundwater Non Aquifer Low Site underlain by a Non Aquifer. No R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:79: licensed groundwater abstractions within R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:79: sites Corus and groundwater and surface water to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:80: • Advancing five groundwater monitoring boreholes (7AB1-5) using a shell and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:80: encountered) and recovery of five groundwater samples from boreholes. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:80: • Groundwater was encountered frequently in both Made Ground and underlying R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:84: • Advancing two groundwater monitoring boreholes (8A B 1-2) using a shell and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:84: encountered) and recovery of two groundwater samples from boreholes . R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:84: • Groundwater was encountered at two locations in Made Ground at depths of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:87: • Advancing two groundwater monitoring boreholes (GAB1-2) using a shell and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:87: encountered) and recovery of two groundwater samples from boreholes . R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:87: • Groundwater was encountered frequently across the area in Made Ground at R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: 4.7 Groundwater Results R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: 4.7.1 Groundwater Levels R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: 4.7.2 The results for the groundwater monitoring for boreholes advanced across R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: Table 11 Groundwater Monitoring Results – Lackenby Works R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: Groundwater Borehole Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: 4.7.3 The depth to groundwater at the Lackenby Works varied between 0.87 m R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: 4.7.4 The pattern of shallow groundwater contours based on static water levels R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: is shown on Figure 10. Groundwater levels were highest (9 mOD) in the south R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: directed north north-west toward the Beam Mill and the railway line. Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: depressed groundwater levels at the BOS Stores (7.41mOD 7AB2) which directs R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: groundwater flow in the area and from the No. 2 Primary Mill (8.92mOD 8AB 1). It is R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: possible that groundwater may be entering into the Boundary Beck Culvert located R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: in this area lowering groundwater levels in the area. The culvert is a 1.2m diameter R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: Lackenby and discharges into the SLEMS. Adjacent to this area groundwater flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:91: 4.7.8 Groundwater Chemical Analysis Results R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:91: Groundwater pH values ranged from neutral (pH 7.4 – 7AB4) to highly alkaline R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:91: Elevated levels of total cyanide were detected in the groundwater sample from R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:91: Elevated levels of free cyanide were detected in the groundwater sample from R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:91: groundwater samples, ranging between 365 mg/l (8AB2) and 699 mg/l (7AB4). R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:91: of phenols were detected in the groundwater sample from 7AB5 (390 mg/l). R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: • E xcavation of 22 trial pits and nine groundwater monitoring boreholes; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: encountered) and recovery of nine groundwater samples from boreholes. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: • Groundwater flow is through the Made Ground above the Boulder Clay with R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: variable across the Lackenby Works. Groundwater flow is from the Loco R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: Lackenby Works (Figure 10). Locally depressed groundwater levels exist near R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: to the BOS Stores, this may be due to ingress of groundwater into the 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: be due to the alkalinity of widespread slag deposits . However groundwater pH R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: values. Conversely groundwater was high in sulphate but sulphide levels were 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: the slag. The levels of toxic and phytotoxoic metals in groundwater at the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:95: identified in the shallow groundwater at two locations at the BOS/Concast plant R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:95: groundwater at one location at the Concast Plant. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: 5.3.5 The Cleveland Works are not within a groundwater S ource Protection Zone R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: designated by t he Environment Agency (EA). There are no groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: 5.3.6 The Groundwater Vulnerability map (Ref. 3) classifies the drift of the tidal R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: potential to move rapidly to underlying strata or to shallow groundwater.” The R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: mudstone formations. Groundwater is abstracted from the Triassic Sandstone for R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: groundwater occurs within this range between permeable Made Ground or sand and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: 5.3.8 It was suggested that variations in groundwater levels within the slag may R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: record groundwater levels created some uncertainty in their interpretation and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: consequently have been disregarded. It is assumed that the groundwater flows R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: Source(s) Groundwater? Type R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:99: 5.3.17 Migration of contaminants would be via groundwater and surface water to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:100: Groundwater Minor Aquifer Low Site underlain by a Minor Aquifer . No R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:100: licensed groundwater abstractions wi thin R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:100: Indicative groundwater flow toward River R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:100: and Wetlands groundwater flow toward River Tees . The R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:100: sites Corus and groundwater and surface water to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:101: • Advancing one groundwater monitoring borehole (1AB1) using a shell and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:101: encountered) and recovery of one groundwater sample from boreholes. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:101: • Groundwater was encountered in the Made Ground, 2AB3 at a depth of 5.0m R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: • Advancing three groundwater monitoring boreholes (2A B 1-3) using a shell and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: (where encountered) and recovery of three groundwater samples from R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: • Groundwater was encountered in the Made Ground at two locations at depths R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: Ground and groundwater during monitoring at 2AB2 situated near the benzol R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:111: • Advancing six groundwater monitoring boreholes using a shell and auger R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:111: encountered) and recovery of one groundwater sample from boreholes. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:111: • Groundwater was encountered in the Made Ground of 3AB2 at a depth of 7.5m R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:114: • Advancing four groundwater monitoring boreholes (4A B 1-4) using a shell and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:114: encountered) and recovery of four groundwater samples from boreholes . R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:114: • Groundwater was encountered in the Made Ground at three locations, between R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:117: • Advancing one groundwater monitoring borehole (DAB1) using a shell and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:117: (where encountered) and recovery of one groundwater sample from boreholes. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:117: • Groundwater was encountered at one location, DAB1B, in the Made Ground at R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:127: • Groundwater was encountered at two locations, EAT2 and EDT40 at depths of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:138: • Advancing one groundwater monitoring borehole (HAB 3) using a shell and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:138: • Groundwater was encountered at one location in clay at a depth of 5.0m bgl; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: 5.11 Groundwater Results R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: 5.11.1 Groundwater Levels R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: 5.11.2 Groundwater monitoring data for boreholes advanced across the Cleveland R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: Table 16 Groundwater Monitoring Results – Cleveland Site R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: Groundwater Borehole Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: 5.11.3 Groundwater Analysis Results R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: Groundwater pH values ranged from neutral (pH 6.9 – 2AB1) to highly alkaline R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: (12. 6 – 4AB2). The 95 percentile calculated for pH (9. 8) in groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: percentile of 0.0102mg/l calculated for all Cleveland groundwater samples R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: calculated for all Cleveland groundwater samples is marginally bel ow the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:142: Elevated levels of total cyanide were detected in the groundwater sample from R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:142: but two (4AB4 and 4AB2) of the 10 groundwater samples, ranging between R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:142: mg/l (2AB1). The 95 percentile calculated for TPHs for all the groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:142: Five groundwater samples contained PAHs in concentrations exceeding the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: • Excavation of 116 trial pits and 14 groundwater monitoring boreholes; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: encountered) and recovery of 15 groundwater samples from boreholes. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: • Groundwater was encountered infrequently across the site and was generally R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: only found within the deeper groundwater monitoring boreholes. Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: groundwater flow directions across the site appear to be complex, though in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: groundwater towards the River Tees; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: Ground and groundwater during monitoring near the benzol tanks and at the 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: be due to the alkalinity of widespread slag deposits. However, groundwater pH R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: shallow and deep sampling locations at the Cleveland Works. Groundwater was R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: groundwater metals were found to be elevated above screening criteria in the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:145: • Cyanide levels in groundwater were found to be elevated above screening R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:145: • Groundwater samples from the By Products Plant and SLEMS areas also R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:145: criteria (PAH, BTEX Compounds, TPH and GROs). During our groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: • Infrequent groundwater strikes were noted during trial pit excavations at R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: between Made Ground and Boulder Clay at Lackenby. Groundwater was found R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: alluvium at Cleveland. At Redcar groundwater was encountered within R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: • At Redcar, groundwater monitoring data indicates flow toward the north and the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: South Gare and Coatham Sands SSSI. However groundwater flow was also R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: Beck . At the By-P roducts area which is closer to the River Tees, groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: • At the Lackenby Works, groundwater flow appeared to be westward from the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: groundwater was found in the vicinit y of the BOS Stores, possibly indicating R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: groundwater flow into the Boundary Beck Culvert. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: • At the Cleveland Works, groundwater flow directions across the site appear to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: westward movement of groundwater towards the River Tees. 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: Screening criteria for groundwater and surface water samples have been based on R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: with no nearby groundwater abstraction for potable supply. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: deposits. However, groundwater pH was only locally elevated and did not R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: groundwater exceeded the UKDWS at Redcar, Lackenby and Cleveland Works R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: the composition of Made Ground containing slag. In groundwater boron R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: 3, Table 17). Lead levels were also locally elevated in groundwater within the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:147: Cleveland works (Score 2, Table 17). Within the groundwater there were R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:148: • Cyanide levels in groundwater exceeded the Tier 1 screening criteria at Redcar 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: locations were found to exceed the TPH screening criteria for groundwater at R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:148: the northern si de of the Redcar works (Score 3, Table 17). Groundwater flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:148: and TPHs and BTEX were also exceeded for groundwater in this area (Score 3, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:148: groundwater samples were in excess of screening values for BTEX, PAH, GRO 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:149: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:149: GW Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:150: Environment Agency, Groundwater Vulnerability 1:100,000 map series, Sheet 5, Tyne & Tees. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:150:Groundwater to Protect Water Resources, R&D Publication 20 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:170: Figure 9 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening Criteria, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:171: Groundwater Contour R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:171: 15-A-B1 Direction of Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:171: GROUNDWATER FLOW DIRECTION R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:172: Figure 10 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening Criteria, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:173: Groundwater Contour R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:173: Direction of Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:173: GROUNDWATER FLOW DIRECTION R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:174: Figure 11 Groundwater Flow Direction and Exceedance of Tier 1 Water Screening Criteria, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:175: Groundwater Contour R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:175: Direction of Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:175: GROUNDWATER FLOW DIRECTION 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: 5.2 Groundwater Conditions 19 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 3 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:180:Figure 6 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:180:Figure 9 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow 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: groundwater conditions across the Teesside Works. Based on the findings of our R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:181: groundwater conditions has also been completed. 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: groundwater conditions across each of the three sites. Areas likely to be impacted R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:181: only one round of groundwater sampling. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:182: boreholes, with subsequent conversion to groundwater monitoring wells; 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: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: Groundwater was encountered across the site within the Made Ground and varied R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:185: recorded during our sampling visit groundwater appears to flow in a broad north, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:185: our observations it is also possible that there is a mounding of groundwater in the 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: 2.3.2 Groundwater Quality R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:185: Site investigation locations where Tier 1 groundwater screening levels were R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:185: s hallow groundwater beneath the site has widespread elevated concentrations of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:186: Groundwater – the alluvium in the vicinity of the site is classified as a Minor Aquifer R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:186: by the Environment Agency. There are no licensed groundwater abstractions within R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:186: 1km of the site and groundwater sensitivity is assessed as being low. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:187: • Groundwater (the underlying drift deposits are classified as a Minor Aquifer); R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:187: to the River Tees likely to be provided by migrat ion of shallow groundwater through R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:187: Monitoring data indicates that there is a general northwards flow of groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:187: Stocki ng Yards) there appears to be flow of shallow groundwater in the direction of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:188: 2.6.3 Risks to Groundwater Receptors R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:188: Risks to shallow groundwater within the drift and recent sand and gravel deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:188: contaminants in shallow groundwater but the aquifer is likely to be of limited R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:188: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:188: aquifer identified beneath the site. Groundwater monitoring data indicates flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:188: Groundwater analysis data shows levels of hydrocarbon contaminants (Total R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:188: Products Plant, although monitoring data suggests an inflection in the groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:190: Groundwater levels across the site generally form a consistent pattern indicating R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:190: groundwater flow in a north-westerly direction (towards the Tees). Levels range from 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:191: 3.3.2 Groundwater Quality R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:191: Site investigation locations where Tier 1 groundwater screening levels were R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:191: s hallow groundwater beneath the site has widespread elevated concentrations of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:191: some locations exhibit pH levels indicative of alkaline groundwater conditions. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:191: Groundwater – the glacial till and glacial clay deposits in the vicinity of the site are R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:191: groundwater abstractions within 1km of the site and groundwater sensitivity is R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:192: • Groundwater (the Made Ground and Boulder Clay are classified as Non- R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:193: groundwater through permeable deposits of Made Ground which overlies less R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:193: Groundwater monitoring data indicates that there is a general north west to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:193: Risks to shallow groundwater within the Made Ground (classified as a Non Aquifer R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:193: groundwater. However, the site was found to be underlain by Glacial Till, which is R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:193: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:193: the Made Ground. Although groundwater monitoring data indicates flow towards R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:194: Groundwater levels across the site do not conform to any consistent flow pattern 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: 4.3.2 Groundwater Quality R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: Site investigation locations where Tier 1 groundwater screening levels were R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: shallow groundwater beneath the site has widespread elevated concentrations of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: Groundwater samples from the By Products Plant and SLEMS areas also indicated R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: Free product was noted in groundwater monitoring wells in the By Products area, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: Groundwater – The Estuarine and Marine Alluvial deposits in the vicinity of the site R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: no licensed groundwater abstractions within 1km of the site and groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:196: • Groundwater (the underlying drift deposits are classified as a Minor Aquifer); R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: groundwater through permeable deposits of Made Ground and shallow drift. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: contamination in the groundwater including evidence of free product observed in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: Groundwater monitoring data indicates that there is a broad flow of groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: an effect on the local groundwater level such as at the eastern side of By Products R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: area. Groundwater in SLEMS area would appear to be flowing south eastward away R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: 4.6.3 Risks to Groundwater Receptors R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: Risks to shallow groundwater within the drift and recent sand and gravel deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: of the Cleveland site. However risks to groundwater at the By -Products Plant were R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: product in the groundwater and the possibility for downwards migration via R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: permeable horizons within the natural deposits . Risks to groundwater in the SLEMS R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:198: contaminated shallow groundwater. However, it is unlikely that this would lead to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:198: Ground. However, although groundwater monitoring around the SLEMS area R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:199: 5.2 Groundwater Conditions R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:199: Shallow groundwater has been identified across the entire landholding within the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:199: Made Ground and where present in underlying alluvial deposits. Groundwater flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:199: Groundwater levels at Cleveland do not conform to any consistent pattern 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: Plant and the SLEMS. Contamination of groundwater by TPH was also identified 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:199: ¿ Redcar Site – potentially hydrocarbon contaminated shallow groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:200: associated risk to shallow groundwater is also assessed as being moderate. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:208: Figure 3 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow Direction, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:209: Groundwater Contour R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:209: 15-A-B1 Direction of Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:209: GROUNDWATER FLOW DIRECTION 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:211: SLAG Groundwater flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:214: Figure 6 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow Direction, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:215: Groundwater Contour R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:215: Direction of Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:215: GROUNDWATER FLOW DIRECTION R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:217: direct contact Groundwater 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:220: Figure 9 Exceedance Of Tier 1 Water Screening Criteria And Groundwater Flow Direction, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:221: Groundwater Contour R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:221: Direction of Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:221: GROUNDWATER FLOW DIRECTION 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:223: Groundwater flow REF – CO0520017A 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: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:230: and recent sand permeable strata groundwater Shallow groundwater frequently encountered within Made Ground. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:230: deposits classed groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:230: located at South permeable strata Medium groundwater. Monitoring data indicates flow of shallow 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: would be retained permeable strata groundwater quality owned land. However, limited evidence of contamination identified 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: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: and recent sand permeable strata groundwater Groundwater encountered frequently within Made Ground. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: and gravel Mild E l e v a t e d c opper and total cyanide detected in groundwater at one R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: located at South permeable strata Medium total cyanide detected in groundwater. Monitoring data indicates R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: would be retained permeable strata groundwater quality detected in groundwater. Monitoring data indicates flow towards R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: Groundwater (drift Migration via Pollution of Low Low 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:232: located at South permeable strata Medium contamination identified in shallow groundwater. Monitoring data R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:232: Gare and Coatham i n d i cates flow of groundwater towards SSSI. 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: Groundwater (drift Migration via Pollution of Low Low 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: d e t e c t ed in groundwater samples. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:233: located at South permeable strata Medium groundwater. Monitoring data indicates groundwater f l o w t o north R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:233: Groundwater (drift Migration via Pollution of Low likelihood Low 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:233: located at South permeable strata Medium groundwater and monitoring data indicates flow to north east. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: and groundwater, but no other proven contamination. Also R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: Groundwater (drift Migration via Pollution of Low Low 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: and gravel Mild a r e a . However, absence of contamination within groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: Gare and Coatham identified in shallow groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: would be retained permeable strata groundwater quality indicates flow to north east. However, limited evidence of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: by Corus) Medium contamination identified in shallow groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: groundwater. However, Tees situated approximately 2km from site. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:236: and recent sand permeable strata groundwater Locally elevated TPH in groundwater at b o rehole adjacent to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:236: deposits classed Made Ground and gravely sands. Shallow groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:236: located at South permeable strata Medium groundwater. Monitoring data indicates flow to east towards SSSI. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: groundwater flow. River Tees adjacent to west. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: and recent sand permeable strata groundwater Shallow groundwater encountered frequently within Made Ground, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: and gravel Mild elevated boron, copper and sulphate detected within groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: receptors (SSSI drainage or sensitive SSSI Elevated boron, copper and sulphate detected within groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: Groundwater (drift Migration via Pollution of Low Low 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:238: deposits classed Mild sands, although absence of groundwater contamination detected R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:238: located at South permeable strata Medium groundwater. Monitoring data indicates flow to east towards SSSI. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: and recent sand permeable strata groundwater Limited elevated levels of arsenic, sulphate i n g r o u n d w a t e r. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: located at South permeable strata Medium g r o u n d w a t e r . Groundwater flow indicated to north and west away R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: and recent sand permeable strata groundwater Locally elevated TPH in groundwater. Potential downward and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:240: located at South permeable strata Medium groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:240: Groundwater (drift Migration via Pollution of Low Low 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:240: located at South permeable strata Medium groundwater. 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: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: and recent sand permeable strata groundwater Potential downward migration via permeable Made Ground and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: deposits classed groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: Gare and Coatham i d e ntified in shallow groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: would be retained permeable strata g r o u n d water quality evidence of contamination identified in shallow groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: (River Tees) permeable strata water Elevated TPH in groundwater in 2 monitoring boreholes. Open R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: and recent sand permeable strata groundwater E levated TPH in groundwater in 2 monitoring boreholes. Potential R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:242: receptors (SSSI drainage or sensitive SSSI 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: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:242: would be retained permeable strata groundwater quality downward and lateral migration via permeable Made Ground 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: Groundwater (drift Migration via Pollution of Low likelihood Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: and recent sand permeable strata groundwater Shallow groundwater encountered within Made Ground and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: contamination detected in groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: but elevated phenols detected in groundwater at one borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: and recent sand permeable strata groundwater Groundwater encountered within Made Ground and underlying clay. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: and recent sand permeable strata groundwater S h a l l o w g roundwat er encountered within Made Ground and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: deposits classed inhibited by low permeability clay. No significant groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: (i.e. land which drainage or adjacent land values No significant groundwater contamination detected. Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: groundwater contamination detected, mitigated by distance from R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: and recent sand permeable strata groundwater Groundwater encountered within Made Ground and underlying clay, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: and gravel Mild a l t h o u g h no groundwater contamination detected. Relatively R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:246:(i.e. land which drainage or adjacent land values No groundwater contamination detected and groundwater flow 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: Groundwater (drift Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: and recent sand permeable st r a t a groundwater Isolated elevated levels of chromium and copper detected in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: (i.e. land which drainage or adjacent land values Groundwater flow direction towards Corus land, but limited R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: w o u l d b e r e t ained permeable strata from pollution contamination detected in groundwater. Low permeability clay R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: Groundwater (drift Migration via Pollution of Low Low 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:247: (i.e. land which drainage or adjacent land values Limited contamination detected. Groundwater flow direction 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: Groundwater Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: (Estuarine and permeable strata groundwater S h a l l o w g r o u n dwater frequently encountered within Made Ground. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: classed as Minor groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: Foreshore and groundwater flow shows local variations that may be influenced by R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: (i.e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:251: Groundwater Migration via Pollution of Low Likelihood Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:251: (Estuarine and permeable strata groundwater Limited evidence of s oil contamination but absence of groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:251: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:251: Foreshore and groundwater flow shows local variations that may be influenced by R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:251: (i.e. land which drainage or adjacent land values Monitoring data indicates groundwater flow to east away from 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: groundwater flow shows local variations that may be influenced by R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: Groundwater Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: (Estuarine and permeable strata groundwater Sulphate, boron, selenium, copper and cyanide locally elevated in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: Marine Alluvium Mild groundwater. Estuarine alluvium and Boulder Clay may provide R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: Foreshore and groundwater flow shows local variations that may be influenced by R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: (i.e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: migration. Possible migration toward River Tees but groundwater 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: Marine Alluvium Mild site. Similarly elevated hydrocarbons in groundwater; PAHs, BTEX, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: River Tees but groundwater flow shows local variations that may be R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: receptors (Tees drainage or sensitive SSSI E levated hydrocarbons in groundwater; PAHs, BTEX, GRO, TPH. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: and Hartlepool permeable strata Medium Possible migration toward River Tees but groundwater flow shows R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: ( i .e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: via groundwater to the River Tees bordering the wharfe. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: Groundwater Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: ( E stuarine and permeable strata groundwater Limited evidence of contamination. Estuarine alluvium and Boulder R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: and Hartlepool permeable strata Medium groundwater to the River Tees bordering the wharfe. However R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: would be retained permeable strata from pollution groundwater flow to west away from Corus owned land. Limited 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:254: groundwater to the River Tees bordering the wharfe. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: Groundwater Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: (Estuarine and permeable strata groundwater Limited evidence of contaminati on. Open areas allow rainfall R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: classed as Minor groundwater to the River Tees bordering the wharfe. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:255: (i.e. land which drainage or adjacent land val ues Monitoring data indicates groundwater flow to west away from 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: ferromanganese dust, and groundwater. Site workers would be appraised of potential R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: consented discharge Mild and groundwater. Open areas allow rainfall infiltration with limited R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: from SLEMS into potential groundwater migration away from the River Tees. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: Groundwater Migration via Pollution of Likely Moderate to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: (Estuarine and permeable strata groundwater Elevated levels of toxic and phytotoxic metals and organics in Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: Marine Alluvium Mild groundwater. Clays beneath the Made Ground may provide some R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: and Hartlepool permeable strata Medium groundwater. Groundwater shows migration away from SSIS. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: would be retained permeable strata from pollution groundwater. Clays beneath the Made Ground may provide some R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: Tees but groundwater flow shows local variations that may be R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: (Estuarine and permeable strata groundwater Sulphate, sulphide, arsenic, boron locally elevated in groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: Foreshore and groundwater flow shows local variations that may be influenced by R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: would be retained permeable strata from pollution River Tees but groundwater flow shows local variations that may be R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: migration toward River Tees but groundwater flow shows local R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: Groundwater Migration via P o l l ution of High Moderate 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: Marine Alluvium Mild elevated hydrocarbons in groundwater. Estuarine alluvium and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: Aquifer) migration. Possible migration toward River Tees but groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: and Hartlepool permeable strata Medium elevated hydrocarbons in groundwater. Possible migration toward R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: Foreshore and River Tees but groundwater flow shows local variations that may be R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: would be retained permeable strata from pollution elevated hydrocarbons in groundwater. Possible migration toward R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: by Corus) Mild River Tees but groundwater flow shows local variations that may be R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: Tees but groundwater flow shows local variations that may be R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: Groundwater Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: (Estuarine and permeable strata groundwater Elevated levels of sulphate, s u l p h i d e, boron, zinc, and lead R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: by Corus) Mild groundwater flow shows local variations that may be influenced by R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: migration toward River Tees but groundwater flow shows local R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: (Estuarine and permeable strata groundwater No boreholes in this area. Estuarine alluvium and Boulder Clay may R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: classed as Minor m i g ration toward River Tees but groundwater flow shows local R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: and Hartlepool permeable strata Medium but groundwater flow shows local variations that may be influenced R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: would be retained permeable strata from pollution but groundwater flow shows local variations that may be influenced R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: Groundwater Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: (Estuarine and permeable strata groundwater Limited evidence of contamination. Estuarine alluvium and Boulder R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: Groundwater Migration via Pollution of Low Low R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: (Estuarine and permeable strata groundwater Limited evidence of contamination. Possible migration toward River 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:264:Figure 7 : Borehole Locations and Groundwater Contours, Cleveland 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: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: Groundwater Flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265: Shallow groundwater was observed across the site within the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265: underlying alluvial deposits. Groundwater flow in this shallow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265: north/north east also. Groundwater levels at Cleveland did 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:geology at depth (not encountered in the investigation) Plant. Associated risk to shallow groundwater impacted by R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:Soil and Groundwater Baseline Condition R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:over an area of approximately 20,000m2 . Evidence of Groundwater Moderate (By Aquifer of limited resource potential. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266: areas)/ Low groundwater exceeding some R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:Groundwater: compared with UK Drinking Water Standards (all other screening criteria in the SLEMS area R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:shallow groundwater beneath the site has widespread areas) indicate a higher risk to groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:Groundwater samples from the By Products Plant and SLEMS limited. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:compounds in excess of screening criteria (PAH, BTEX remaining in groundwater. No evidence, based R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:boundary of the By Products sampling area. contaminated groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:Groundwater Levels: groundwater levels across the site do Within the context of this study, the principal risk associated R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:groundwater near to the Benzol storage tanks and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:groundwater receptors (the Alluvium being 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:267: ovens plant groundwater monitoring and sampling was performed. The only area included in the Cleveland (South) work 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:Soil and Groundwater Baseline Condition hydrocarbons. Principal pathways comprise direct human assessment has been completed on the basis th R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:concentrations of sulphide and sulphate, reflecting the residents, surface waters and groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268: Risk: groundwater at Redcar, Lacke R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:Groundwater: compared with UK Drinking Water Standards Waters principal receptor. Baseflow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:shallow groundwater beneath the site has widespread from the site not considered R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:elevated concentrations of sulphate and copper in addition to significant and groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:exhibit pH levels indicative of alkaline groundwater conditions. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268: Groundwater Low Aquifer of negligible resource R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:Groundwater Levels: groundwater levels across the site R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:generally form a consistent pattern indicating groundwater Adjacent land Low Risk of any site-derived R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:Figure 5 : Borehole Locations and Groundwater Contours, Lackenby R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:269:North Sea coast to the north-east and the River Tees estuary Groundwater: The alluvial deposits in the vicinity of the site R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:269:Bay are separated from the site by a coastal wetland Groundwater Sensitivity is assessed as being Low. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:270: Groundwater: The Glacial Till and glacial clay deposits in the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:270:1970's or more recently. The aerial photograph below within 1km of the site and Groundwater Sensitivity is R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:Soil and Groundwater Baseline Condition coke, coal and iron ore. Principal pathways comprise direct R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:Figure 2). Elevated concentrations occur on a more and off-site residents, groundwater receptors (the Alluvium R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:Groundwater: compared with UK Drinking Water Standards maintenance workers R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:shallow groundwater beneath the site has widespread engaged in excavation R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271: significant and groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:sporadic elevated levels of selenium. No hydrocarbon Groundwater Low Aquifer of limited resource R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271: SSSI/Ramsar Low to Shallow groundwater with R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:Groundwater Levels: groundwater levels across the site form site Moderate elevated concentrations of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:discrete lenses of groundwater. Levels range from 4.5mAOD the SSSI. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:slight mound of groundwater beneath the site with flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:Summary Conceptual Site Model migration of shallow groundwater and the SSSI. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:296: 3.7 Groundwater …………………………………………………………………………………………………… 8 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:297: Groundwater Observation Made at the Time of Siteworks 4 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:297: Groundwater Monitoring Results 5 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:299:The site works were commissioned in order to assess the current ground and groundwater conditions on the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:299:provide information on the subsurface ground and groundwater conditions as well as to obtain samples for R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:299:  Installation of gas/groundwater monitoring instrumentation. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:299:  During site works and post site works gas/groundwater monitoring. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:301:groundwater encountered, samples taken and in-situ testing carried out together with any other relevant R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:3.7 Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:consequence there is a possibility that this could have masked the discrete ingress of natural groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:Groundwater was encountered in a number of boreholes and trial pits during the site works operation. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:Where groundwater observations were made details are given on the relevant Borehole and Trial Pit Record R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:and in greater detail (collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304:Made at the Time of Site Works. Standing groundwater levels were recorded in all boreholes at the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304:Instruments were monitored for gas and/or groundwater both during site works and after the completion of R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304:Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure 6 (Gas Monitoring Results). R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:310:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:310:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:312:Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:342: S3-TPA05 Machine Excavated 3.20 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:342: S3-TPA07 Machine Excavated 3.20 Terminated due encountering groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:342: S3-TPA16 Machine Excavated 1.70 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:342: S3-TPA21 Machine Excavated 1.70 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:342: S3-TPA24 Machine Excavated 1.80 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB02 Machine Excavated 1.20 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB13 Machine Excavated 2.80 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343: Terminated due to groundwater ingress and pit side R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB17 Machine Excavated 1.80 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB18 Machine Excavated 2.50 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB19 Machine Excavated 1.60 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB21 Machine Excavated 2.40 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB22 Machine Excavated 2.30 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB23 Machine Excavated 2.40 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB24 Machine Excavated 3.50 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB26 Machine Excavated 1.70 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB27 Machine Excavated 1.90 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB28 Machine Excavated 3.50 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB31 Machine Excavated 1.90 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB36 Machine Excavated 2.10 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:343:S3-TPB38 Machine Excavated 2.20 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB40 Machine Excavated 2.20 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB44 Machine Excavated 2.50 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB49 Machine Excavated 2.20 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB50 Machine Excavated 2.60 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB53 Machine Excavated 1.30 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB57 Machine Excavated 2.40 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB58 Machine Excavated 2.40 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB59 Machine Excavated 2.80 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB61 Machine Excavated 2.00 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB62 Machine Excavated 1.70 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB67 Machine Excavated 2.80 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB68 Machine Excavated 2.30 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB70 Machine Excavated 2.30 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB73 Machine Excavated 2.50 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB74 Machine Excavated 1.60 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:344:S3-TPB75 Machine Excavated 1.60 Terminated due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:345: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:345: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:349: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:349: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:352: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:352: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:356: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:356: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:360: Trial pit terminated at 3.20m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:360: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:364: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:364: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:368: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:372: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:372: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:376: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:380: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:384: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:384: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:388: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:388: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:392: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:392: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:396: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:396: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:401: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:401: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:405: 1.60 B8 Trial pit terminated at 1.70m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:405: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:409: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:409: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:413: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:413: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:417: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:417: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:421: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:421: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:425: Trial pit terminated at 1.70m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:425: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:429: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:429: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:433: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:437: 1.70 B8 Trial pit terminated at 1.80m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:437: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:441: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:441: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:445: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:445: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:449: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:449: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:453: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:457: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:461: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:461: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:464: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:464: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:468: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:472: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:472: Groundwater seepage at 0.80m and water strike at 1.80m BGL (moderate inflow). R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:476: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:476: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:480: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:480: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:484: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:484: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:488: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:488: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:492: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:492: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:496: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:496: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:500: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:500: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:504: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:504: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:508: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:508: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:512: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:516: Trial pit terminated at 1.20m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:516: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:520: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:520: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:524: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:524: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:528: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:528: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:531: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:535: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:535: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:539: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:539: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:543: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:543: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:545: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:545: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:549: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:549: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:552: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:556: Trial pit terminated at 2.80m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:556: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:560: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:560: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:564: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:568: Trial pit terminated at 3.80m BGL - due to groundwater ingress and pit side R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:568: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:572: Trial pit terminated at 1.80m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:572: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:576: 2.20 ES10 Trial pit terminated at 2.50m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:576: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:580: 1.50 ES6 Trial pit terminated at 1.60m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:580: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:584: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:584: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:588: Trial pit terminated at 2.40m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:588: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:592: 2.20 ES9 Trial pit terminated at 2.30m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:592: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:596: 2.40 J8 Trail pit terminated at 2.40m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:596: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:600: 3.30 B10 (29)kPa Trial pit terminated at 3.50m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:600: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:604: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:608: 1.70 B6 Trial pit terminated at 1.70m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:608: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:612: 1.90 PID 2.0ppm Trial pit terminated 1.90m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:612: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:616: 3.50 J11 Trial pit terminated at 3.50m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:616: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:620: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:624: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:628: 1.90 PID <0.1ppm Trial pit terminated at 1.90m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:628: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:632: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:636: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:636: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:640: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:640: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:644: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:644: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:648: Trial pit terminated at 2.10m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:648: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:652: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:656: Trial pit terminated at 2.20m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:656: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:660: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:660: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:664: Trial pit terminated at 2.20m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:664: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:668: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:668: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:672: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:676: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:676: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:680: 2.50 J7 Trial pit terminated at 2.50m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:680: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:684: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:688: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:688: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:691: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:691: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:695: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:695: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:699: 2.20 ES8 Trial pit terminated at 2.20m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:699: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:703: 2.50 ES8 Trial pit terminated at 2.60m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:703: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:707: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:707: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:711: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:715: Trial pit terminated at 1.30m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:715: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:719: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:719: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:723: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:727: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:727: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:731: 2.40 J7 (16)kPa Trial pit terminated at 2.40m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:731: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:735: 2.40 ES8 Trial pit terminated at 2.40m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:735: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:739: 2.80 J9 (29)kPa Trial pit terminated at 2.80m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:739: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:743: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:743: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:747: 2.00 B8 Trial pit terminated at 2.00m BGL due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:747: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:751: 1.70 B8 Trial pit complete at 1.70m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:751: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:755: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:755: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:759: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:763: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:763: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:767: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:767: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:771: 2.80 ES8 (40)kPa Trial pit terminated at 2.80m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:771: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:775: 2.00 ES8 Trial pit terminated at 2.30m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:775: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:779: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:779: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:783: 2.30 J8 (25)kPa Trial pit terminated at 2.30m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:783: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:787: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:787: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:791: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:791: No groundwater inflow observed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:795: Trial pit terminated at 2.50m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:795: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:799: 1.50 ES5 Trial pit terminated at 1.60m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:799: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:803: 1.50 J7 (36)kPa Trial pit terminated at 1.60m BGL - due to groundwater ingress. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:803: PLAN GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:807:Groundwater Observations Made at the Time of Site Works R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:811:Groundwater Monitoring Results R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1381: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Selection of Groundwater Inhalation GAC…………………………………………………………………………….12 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Inhalation from Groundwater ………………………………………………………………………………………………12 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Groundwater (Area A)………………………………………………………………………………………………………..19 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Groundwater (Area B)………………………………………………………………………………………………………..20 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1415: Qualitative Risk Assessment for Substances in Leachate/Groundwater without WQS ……………….23 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1416:GQRA – Groundwater Screen Summary R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1418:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1419:Deposits in places. Neither are classified as an aquifer although groundwater is likely to be present within this R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1419:Groundwater levels in the superficial deposits/ Made Ground were recorded in six boreholes between 0.65 to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1419:1.73meters below ground level (m bgl). Groundwater elevations were generally higher in Area A than Area B. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1419:An easterly or north-easterly groundwater flow direction was inferred for Area B, although the Site Condition R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1419:The site is not in a groundwater Source Protection Zone (SPZ). 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: B. (2) Vapour inhalation of indoor or outdoor air from volatile contaminants in groundwater (potential R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428: Selection of Groundwater Inhalation GAC R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428:contaminants from groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428:groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428: Inhalation from Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428:Volatile contaminants in groundwater samples were screened against inhalation GAC (where applicable) that R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428:are protective of human health via an inhalation from groundwater pathway (potential pollutant linkage B (2) in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428:The inhalation GAC and the maximum contaminant concentrations recorded in the 3No. groundwater samples R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428:obtained from 3No. boreholes in Area A and 9No. groundwater samples obtained from 5No. boreholes in Area R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428:the potential pollutant linkage from inhalation of volatile contaminants in groundwater is not considered likely R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1431:in groundwater above MDL, but all below relevant screening criteria for waters (Appendix F). As such, a linkage 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:None of the volatile contaminants of concern recorded in groundwater within the Made Ground and Tidal Flat R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1432: E. Leaching of CoC from Made Ground to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1432: F. Vertical migration of CoC in groundwater to bedrock Secondary Aquifers, directly or via existing R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1432: G. Horizontal migration of contaminated groundwater onto site in Made Ground and superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1432: H. Migration of CoC off site in Made Ground and superficial deposits groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1432: I. Migration of CoC in groundwater into culverted surface water streams features via Made Ground and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1432:4No. (Area A) and 9No. (Area B) groundwater samples have been compared to appropriate Water Quality R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1435: Groundwater (Area A) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1435:Four groundwater samples were obtained from Area A from two boreholes over two sampling rounds. Borehole R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1435:Table 5 Summary of Groundwater Concentrations Exceeding WQS (Area A) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:As shown in Table 5 and Appendix E, groundwater samples from the Made Ground and superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:One groundwater sample from Area A was tested during the 2004 investigation for dissolved metals, petroleum R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:(Enviros, 2004). Dissolved sulphate concentrations in groundwater are above indicator drinking water R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436: Groundwater (Area B) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:Nine groundwater samples were obtained from Area B from five standpipes in four boreholes over the same R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1438:Table 6 Summary of Groundwater Concentrations Exceeding WQS (Area B) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1439: Qualitative Risk Assessment for Substances in Leachate/Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1439:Substances not detected in leachate/groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1439:Cyanides were the only substances without WQS that were not detected in groundwater but were detected in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1439:Of the VOC and SVOC that were not detected in groundwater and do not have a WQS, none were detected 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:1439:Substances detected in leachate/groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1439:Substances without WQS that were detected above the MDL in leachate or groundwater included iron, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1439:magnesium and vanadium, chloride and sulphate. These are naturally occurring in groundwaters. Considering R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:Despite the former use of the site, dissolved metal concentrations in leachate and groundwater samples are 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:Low levels of dissolved petroleum hydrocarbons, including PAHs have been detected in shallow groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:The potential pollutant linkage E (leaching of contaminants from Made Ground into shallow groundwater) is R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:shown to be active based on the available groundwater samples, but does not appear to be having a major R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:impact on the groundwater beneath the site. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:The groundwater flow direction within the superficial deposits is likely to be dictated by preferential flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:groundwater, if in continuity with the surface waters, may be a potential contaminant pathway. The 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:groundwater such as barium, manganese, nickel, phenol and most petroleum hydrocarbon fractions are higher 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:1440:contaminated groundwater onto site) is also assumed to be active. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:clay), has the potential to act as an aquiclude, partially disconnecting groundwater within the bedrock strata R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1440:from the shallower groundwater in the Glaciolacustrine Deposits and Made Ground. However, the limited R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:shallower groundwater. Further assessment of deep groundwater will likely be required depending on the 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:1442:to assess groundwater conditions in deeper superficial deposits. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:and groundwater samples across the site. These are likely associated with the slag within the 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:Contaminant concentrations in shallow groundwater within the Made Ground and superficial deposits are R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:Nearby surface waters may potentially be impacted by contamination in shallow groundwater. Surface water R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1446:features near to Area A are culverted and less likely to be in continuity with groundwater. 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: former SSI site due to the possibility of upgradient sources causing regional impacts to groundwaters R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1447: groundwater regime within the bedrock beneath the site, including current groundwater quality. 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: Groundwater Protection: Policy and Practice, Environment Agency GP3 Parts 1-4. 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:1455:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1455:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1455:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1455:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1455:I = Migration of contaminated groundwater into culverted surface water stream (Holme Beck Knitting Wife Beck) either directly or via storm drain. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1455: 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:1456:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1456:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1456:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1456:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1456:I = Migration of contaminated groundwater into culverted surface water streams (Kinkerdale Beck, Boundary Beck), and off site pond R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1456: RELIC FOUNDATIONS B FOUNDATIONS B BASEMENT GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1456: E GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1461: No. WQS Exceedances (Groundwater) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1461: Groundwater by Exploratory Hole Location R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1462: No. WQS Exceedances (Groundwater) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1462: Groundwater by Exploratory Hole Location R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1463:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1463:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1463:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1463:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1463: GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1464:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1464:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1464:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1464:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1464:I = Migration of contaminated groundwater into culverted surface water streams (Kinkerdale Beck, Boundary Beck), and off site pond R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1464: RELIC FOUNDATIONS FOUNDATIONS BASEMENT GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1464: GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1476:GQRA – Groundwater Screen Summary R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1478:NVP Contaminant has low vapour pressure in groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1478: Contaminant RSL Groundwater Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1479: Contaminant RSL Groundwater Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1480: Contaminant RSL Groundwater Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1481: Contaminant RSL Groundwater Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1482: Contaminant RSL Groundwater Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1483: Contaminant RSL Groundwater Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1489: Groundwater …………………………………………………………………………………………………………………….24 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1490: Groundwater …………………………………………………………………………………………………………………….36 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1494:• Installation of 3no groundwater monitoring wells with subsequent purge development; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1494:• Groundwater sampling of all newly installed (shallow) monitoring wells; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1494:• Groundwater elevation survey of all newly installed monitoring wells. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1494:ground investigation; any design should take this into consideration. It should also be noted that groundwater 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:1499: pit, and 30 due to groundwater ingress. Where groundwater ingress R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1501:encountering groundwater, hard strata, or the pit stability; a summary of the trial pit investigation is presented R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1505:Previous investigations have indicated that shallow groundwater is present and was encountered between R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1505:0.8m and 5.0m bgl (Enviros, 2004 and 2008). The site is not located within a Groundwater Source Protection R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1505:Zone. Groundwater levels recorded within the shallow superficial deposits during the site investigation R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1505: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1505: Borehole Aquifer to Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506: Borehole Aquifer to Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:Across the groundwater monitoring visits there was consistency in the order of the elevation data collected for R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:the two monitoring wells. S3-BHA02 consistently recording the highest groundwater elevation and S3-BHA01 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:recording the lowest. Based on the number of wells installed it is not possible to infer a groundwater flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:direction. It should also be noted groundwater flow will likely be influenced by the significant foundations and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:groundwater elevation was noted to be approximately 0.45m within both wells. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:Groundwater was encountered in 12 out of 42 trial pits at depths of between 0.6m and 3.7m bgl, and noted to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:groundwater elevation. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:Across the groundwater monitoring visits there was consistency in the order of the groundwater elevation data R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:recording the highest groundwater elevation and S3-BHB03 recording the lowest. Based on the elevation data R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:recorded groundwater flow within the Made Ground is inferred to be in an easterly or north easterly direction. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:groundwater flow will likely be influenced by the significant foundations and sub surface structures associated R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:in groundwater elevation within the wells screened across the Made Ground was generally less than 0.15m. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:Groundwater levels measured within both monitoring wells in the twin installation borehole S3-BHB04 were R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:identical during four of the five monitoring events, further resting groundwater levels within S3-BHB04d R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:Ground. It is therefore considered that groundwater within the superficial deposits at this location is in continuity R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:Groundwater was encountered in 38 out of 75 trial pits at depths of between 0.7m and 3.4m bgl, and noted to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:representative of the regional groundwater elevation, however see note above regarding S3-BHB04. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1507:For both Area A and B the Made Ground is considered to be of variable permeability, with groundwater perched R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1507:within the more granular horizons and flow dictated by localised preferential pathways. Groundwater within the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1516: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1516:Metals were measured in groundwater samples from both monitoring wells, concentrations were broadly R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1516:similar within the same order of magnitude both between monitoring wells and over the two groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1516:levels of sulphate were measured in both monitoring wells. The pH of groundwater samples ranged between R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517:Low levels (9.1µg/l) of TPH were in groundwater sampled from S3-BHA01 during the first monitoring visit only; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517:TPH was measured during both monitoring visits in groundwater from S3-BH02, again at low levels (69-90µg/l). R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517:Levels of PAH were also measured in groundwater sampled from both monitoring wells, concentrations were R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517: to groundwater are considered potentially active due to the identified depth of groundwater (approximately 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: pathways in relation to groundwater are not considered active. 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:1517: groundwater levels the migration of off-site impacts on to the site from nearby PAOC is considered R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517:• Migration of groundwater into the on site storm drain and subsequently the off-site culverted surface water R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1518:In monitoring well S3-BHA02 groundwater was resting above the top of the well slotted section indicating the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1518:well was designed to assess groundwater conditions within the Glaciolacustrine Deposits. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1518:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1518:bearing units are considered groundwater receptors at the site. Surface water courses including those R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528:Metals and inorganic ions were measured in groundwater samples from all five monitoring wells, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528:over the two groundwater monitoring visits, although levels in S3-BHB03 were generally higher than in the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528:other wells. An elevated concentration of manganese was noted in groundwater from S3-BHB03 and an R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528:wells. The pH of the groundwater was alkaline and ranged between pH8 and pH9.5 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528:Concentrations of TPH were measured in groundwater from all wells with the exception of S3-BHB01; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1528: to groundwater are considered potentially active due to the identified depth of groundwater (approximately 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:1529: pathways in relation to groundwater are not considered active. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1529:• Leaching of contaminants in the Made Ground to groundwater within the Superficial Deposits is considered R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1529: groundwater levels the migration of off-site impacts on to the site from nearby PAOC is considered R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1529:In monitoring well S3-BHB04d groundwater was resting above the top of the well slotted section indicating the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1529:well was designed to assess groundwater conditions within the Glacial Till. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1530:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1530:considered groundwater receptors at the site. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1533: of leachate from the Made Ground was mildly alkaline to neutral as was groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1533: • Elevated sulphate levels were noted in Made Ground and groundwater; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1533: noted to leach in some samples. Metals, TPH and PAH were also detected in groundwater at both R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1536:• Groundwater Protection: Policy and Practice, Environment Agency GP3 Parts 1-4. 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:1547:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1547:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1547:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1547:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1547:I = Migration of contaminated groundwater into culverted surface water stream (Holme Beck Knitting Wife Beck) either directly or via storm drain. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1547: 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:1548:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1548:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1548:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1548:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1548:I = Migration of contaminated groundwater into culverted surface water streams (Kinkerdale Beck, Boundary Beck), and off site pond R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1548: RELIC FOUNDATIONS B FOUNDATIONS B BASEMENT GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1548: E GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1563:Groundwater Summary – Reproduced from AEG borehole logs R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1588:3.9 Groundwater Control…………………………………………………………………………………………………………..20 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:1590:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1591:this area terminated in made ground due to groundwater inflow, instability or encountering obstructions. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1592:Groundwater elevation data collected between November 2017 and May 2018. Within Area A groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1592:Groundwater elevation and flow direction are anticipated to be significantly affected by local factors such as R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1595:  Potential collapse compression as a result of surface water infiltration and groundwater movement; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1596:reclaim the land from the sea. This would tie in with site observations which suggest that groundwater is resting R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1596:  Changes in groundwater level or moisture content; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1597:such as rising groundwater levels, increased rainwater infiltration or leaking water/drainage pipes. It is R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1598:ground settlement caused by self-weight, applied loads or infiltration of groundwater and, in addition, can R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1599:sulphate-rich groundwater can be drawn into the concrete slab which then reacts with tricalcium aluminate R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1602:expansion. In addition, the potential for groundwater regime changes in the future (e.g. due to rising sea levels R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:Excavation of the made ground to the depth of the groundwater will be relatively easy and straight forward R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:likely to be problematic beneath the groundwater table. Given the large site area, the coastal setting (reclaimed R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:several metres of slag deposits present beneath the groundwater table. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:While slag deposits placed beneath the groundwater table are more likely to have already undergone R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:Therefore, leaving slag deposits in situ beneath the groundwater table will not present the same level of risk R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1605:  Local excavation of materials beneath the groundwater table, with associated groundwater control to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1605:  Preloading to reduce likely settlement below the groundwater table in areas where poor ground R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1606:Environment Agency (groundwater team) with respect to the remediation strategy. Planning permission may R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1607:It should be noted that due to the presence of groundwater within the basal part of the made ground it is R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1608:3.9 Groundwater Control R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1608:Groundwater was not recorded during the investigation in Area A, however post fieldwork monitoring recorded R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1608:standing water levels at between 1.0 and1.5m bgl. In Area B, groundwater inflow was recorded in several R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1608:Shallow groundwater may therefore be expected in both areas. Allowance should therefore be made for R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1608:groundwater control for even shallow excavations. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1608:which takes into consideration the pH and mobility of groundwater is AC-5. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1610:excavations within Area B were terminated due to obstructions, groundwater inflow or instability in the made R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1613:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1613:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1613:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1613:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1613: GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1614:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1614:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1614:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1614:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1614:I = Migration of contaminated groundwater into culverted surface water streams (Kinkerdale Beck, Boundary Beck), and off site pond R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1614: RELIC FOUNDATIONS FOUNDATIONS BASEMENT GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1614: GROUNDWATER 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:1626:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1627:  Risk to groundwater resource receptors through leaching of contaminants of concern (CoC) including R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1627: metals, and polyaromatic hydrocarbons (PAH) to groundwater were identified by the ERA. A potential R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1627:  Nearby surface waters may potentially be impacted by contamination in shallow groundwater. Surface R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1627: water features near to Area A are culverted and less likely to be in continuity with groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1627:site due to the possibility of upgradient sources causing regional impacts to groundwaters and surface waters, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1627:and that a ROA addressing risks to groundwater would be completed as part of this process. It is therefore not R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1628: changes in loading or groundwater regime; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1628:  Potential collapse or inundation settlement as a result of surface water infiltration and groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1629: Dealing with shallow groundwater (locally); 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:1631:to have the potential to leach to groundwater. The mean concentration of sulphate within granular Made R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1631:5.5mg/l - 47mg/l (Area A) and 8mg/l - 86mg/l (Area B); in groundwater sulphate levels ranged between 600mg/l R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1631:mobility of groundwater is AC-5. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1632:deposits at the site. Leaching of sulphate to groundwater within natural deposits has occurred. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1632:knowledge of the groundwater regime are combined within the ranking process. The geology and 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:1638:mobility of groundwater is AC-5. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1639:  The source of elevated sulphate in groundwater would be removed, residual concentrations in natural R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1639:  Groundwater management and treatment may be required where excavation of saturated Made R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1640:  Groundwater management and treatment may be required where excavation of saturated Made R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1640:  Excavation below the groundwater table may not be feasible / cost effective. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1641:former SSI site due to the possibility of upgradient sources causing regional impacts to groundwaters and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1642:Environment Agency (groundwater team) with respect to the remediation strategy. Planning permission may R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1646: Groundwater Protection: Policy and Practice, Environment Agency GP3 Parts 1-4. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1650:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1650:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1650:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1650:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1650: GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1651:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1651:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1651:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1651:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1651:I = Migration of contaminated groundwater into culverted surface water streams (Kinkerdale Beck, Boundary Beck), and off site pond R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1651: RELIC FOUNDATIONS FOUNDATIONS BASEMENT GROUNDWATER R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1651: GROUNDWATER 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:1671: Glacial Till Firm or stiff, locally soft to firm, 1.8 – 11.2 Not classified Groundwater only R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1672: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1672: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1683: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1683: The groundwater samples appear to be grab samples from trial pits. 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:  One round of groundwater monitoring from 10 groundwater metals, pH, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1684: Groundwater: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1684: Groundwater samples from the By Products Plant and SLEMS areas also indicated concentrations R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1684: GROs). Free product was noted in groundwater monitoring wells in the By Products area, 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: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1684: The groundwater results showed 30 - 62g/l of TPH at BH2B2 and BH2B3 in July 2007 and none in R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1684: 1B1 in January 2007. PAHs and BTEX were all below detection. No groundwater level data was R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1685: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to 6.84mAOD) and did 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:1687: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: store and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: formal aquifer classification. Groundwater in the Made Ground is likely to be in continuity with groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: hydraulic continuity between groundwater in the Made Ground and shallow superficial deposits and surface R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: There are no licensed groundwater abstractions within 1km of the area. There are no SPZs within the site or R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or 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:1688: is likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The presence R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: also influence groundwater flow. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: with shallow groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: Groundwater The groundwater sensivity has been based on The Guidance for the Safe Development of Housing on Land R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: groundwater abstractions within 2km and the area is not located within an SPZ. Given the widespread former R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: degradation of groundwater quality. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1689: continuity with shallow groundwater in Made Ground and potentially the Superficial deposits and therefore R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1689: receive groundwater baseflow. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1697: Groundwater testing by Enviros (2004) encountered elevated sulphate concentrations. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1697: Shadbolt Environmental investigations (2011) analysed groundwater samples, with results R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1698: (SLEMS). There were no groundwater abstractions within 1km of the site and no designated SPZs R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1698: Previous ground investigations indicate shallow perched groundwater at 1.5m to 2.5m depth. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1698:  Groundwater – Low Sensitivity, no groundwater abstractions, thick low permeability drift R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1698: waters in clay deposits of limited connectivity with groundwater in superficial deposits R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699: Groundwater was encountered locally as perched water upon clay deposits in the base of the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699: holes, and many of the exploratory holes were dry whilst open. Only 3 samples of groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699: samples were from trial pits, and results may not be representative of groundwater conditions. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699: Perched groundwater was encountered at depths of 0.5-2.5m bgl. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699: Visual evidence of hydrocarbons was present in perched groundwater in the Coke Works, by- R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1700: Perched groundwater was encountered at the base of the Made Ground at depths of 2.3-3.0m bgl. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1700: benzo(a)pyrene locally in 2 samples. Groundwater results for the 3 samples tested were reported R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1700: users for a commercial/ industrial land use. The risks to controlled waters (groundwater and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1700: Perched groundwater was encountered at depths of 0.5-1.5m bgl. Groundwater flow was R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1701: Up to 15 samples of groundwater were analysed for a suite of potential contaminants. The results R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1701: UK drinking water standards). Elevated sulphate concentrations in groundwater was attributed to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1701: groundwater), with respect to elevated PAHs and hydrocarbons at the former Coke Works and By- R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1701:  Oily groundwater at the Blast Furnace and Power Station; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1702: Enviros trial pits encountered shallow groundwater between 1m and 2m depth on the western R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1702: deposits (laminated silt and clay). Perched groundwater has been encountered at the site, at R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1702: notably elevated pH (alkaline conditions) present in slag at the site. Analysis of groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1703: Ground clay with occasional half of the site. Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1704: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1704: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1713: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area. 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: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1713: Groundwater was encountered at two locations in Made Ground at depths of 0.56m, and ~1.8m bgl; R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1713: Groundwater levels across the site generally form a consistent pattern indicating groundwater flow in a north- R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1714: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1714: Groundwater was encountered at two locations in Made Ground at depths of 0.56m, and ~1.8m bgl. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1714: Groundwater levels across the site generally form a consistent pattern indicating groundwater flow in a north- R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1715: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not possible to R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: classification. Groundwater in the Made Ground is likely to be in continuity with groundwater in the underlying R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: groundwater in the Made Ground and shallow superficial deposits and surface waters. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: investigation (Enviros, 2004) interpreted groundwater to have a general flow to the east. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: There are no licensed groundwater abstractions within 1km of the area There are no SPZs within the site or within R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or 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:1717: likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The Sherwood R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: significant thickness of Mercia Mudstone, which will limit the vertical connectivity with shallow groundwater. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: Groundwater The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: Sensitivity groundwater abstractions and the area is not located within a SPZ. Given the widespread former and current R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: groundwater quality. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: Ground and Superficial deposits and therefore receive groundwater baseflow. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1734: CH2M Hill reviewed the Enviros (2004) groundwater monitoring data. One round of testing was R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1734: conducted, and cyanide and sulphur results exceeded the Tier 1 screening values in groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1736: Groundwater quality was found to not have changed significantly. Data indicated the continued R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1736: groundwater quality. Control levels were proposed for ammoniacal nitrogen, chromium, lead, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1736: Groundwater is reported as several metres below the base of the landfill. There is no leachate R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1737: canteen wastes have been disposed in the landfill. Groundwater below the Warrenby Landfill was R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1737: landfill indicates that groundwater quality is not significantly deteriorating in the vicinity of the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1737: limited evidence of groundwater deterioration but should be designed to encourage run off. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1745: Groundwater Leaching, infiltration and Pollution of Low Likelihood R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1745: (Medium) groundwater. Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1745: groundwater. Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1746: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1746: secondary Aquifer oil depot. Groundwater gen R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1746: SSSI) (Medium) oil depot. Groundwater gen R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1746: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1746: (Medium) and benzol. Groundwater g R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1746: and benzol. Groundwater g R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1747: Groundwater Infiltration and Migration via Pollution of Unlikely R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1749: groundwater quality. Based on the low sensitivity, productivity aquifer and saline intrusion into R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1749: groundwater beneath the site and surrounding area from the River Tees estuary, the site presents R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1749: a ‘Low to Moderate’ risk to groundwater. Groundwater within the area is recognised by the R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1751:Remediation options associated solely with groundwater have not been taken forward for further appraisal, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1754: W = Groundwater and surface water organic Halogenated R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1870: means certain that even over a long period such b) Ground/groundwater contamination could be present on a R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1870: Circumstances are such that an event is not b) Ground/ groundwater contamination could be present R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1870: inevitable over the long-term, or there is evidence b) Ground/groundwater contamination could be present from R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1871: the EPA 1990, major impact on amenity groundwater close to smal R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1885:Groundwater & Contaminated Land - Advice to LPA R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1890:80 5.3 Groundwater vulnerability Identified (within 50m) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1890:82 5.4 Groundwater vulnerability- soluble rock risk None (within 0m) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1890:82 5.5 Groundwater vulnerability- local information None (within 0m) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1890:83 5.6 Groundwater abstractions 0 0 0 0 0 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1891:88 6.5 WFD Groundwater bodies 1 - - - - R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1891:Page Section Groundwater flooding R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1891:94 9.1 Groundwater flooding Low (within 50m) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1963:Aquifer status of groundwater held within superficial geology. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1965:Aquifer status of groundwater held within bedrock geology. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1965: groundwater due to localised features such as fissures, thin permeablehorizons and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1966: groundwater due to localised features such as fissures, thin permeablehorizons and R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1967: Groundwater vulnerability R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1967:5.3 Groundwater vulnerability R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1967:An assessment of the vulnerability of groundwater to a pollutant discharged at ground level based on the 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: High - Areas able to easily transmit pollution to groundwater. They are likely to be characterised by high R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1967:Features are displayed on the Groundwater vulnerability map on page 80 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1969:5.4 Groundwater vulnerability- soluble rock risk R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1969:5.5 Groundwater vulnerability- local information R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1969:groundwater team through the Environment Agency National Customer Call Centre on 03798 506 506 or by R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1970: Groundwater abstraction licence (point) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1970: Groundwater abstraction licence (area) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1970: Groundwater abstraction licence (linear) R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1970:5.6 Groundwater abstractions R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1970:Licensed groundwater abstractions for sites extracting more than 20 cubic metres of water a day and includes R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1972:Source Protection Zones in the confined aquifer define the sensitivity around a deep groundwater abstraction R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1973: WFD Groundwater body boundaries R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1975:coastal waters and groundwater through river basin-level management planning. In terms of surface water, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1975:6.5 WFD Groundwater bodies R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1975:Groundwater bodies are also covered by the Directive and the same regime of objectives and reporting R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1975:Explorer to find out more about each groundwater body listed. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1976:Records of historic flooding from rivers, the sea, groundwater and surface water. Records began in 1946 when R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1981: 9 Groundwater flooding R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1981:9.1 Groundwater flooding R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1981:Groundwater flooding is caused by unusually high groundwater levels. It occurs when the water table rises R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1981:above the ground surface or within underground structures such as basements or cellars. Groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1981:Features are displayed on the Groundwater flooding map on page 94 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2016:peat and may compress if loaded by overlying structures, or if the groundwater level changes, potentially R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:22:us on certain planning applications which affect flood risk, groundwater, waste, show which flood zone your development is located within and therefore will R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:25:Infiltration drainage must not, however, pose a risk to groundwater quality. All R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:25: Meet the groundwater protection criteria set out on GOV.UK What other environmental issues will you consider with my planning R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:26: operation phases. Groundwater can be vulnerable to pollution, as well as  River buffer zone R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:26: to groundwater pollution, visit our interactive maps. Advice on will ensure we’re able to access the bank for any future flood defence R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:26: groundwater protection can be found on GOV.UK construction and maintenance. R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:27:water discharges, groundwater activities, flood risk activities, radioactive service, please email our Sustainable Places team so that we can provide R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:32:2.3.3 Groundwater Flooding 17 R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:35: • Discuss flood, surface water and groundwater receptors and identify appropriate R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:40: fluvial (originating from a watercourse), coastal, groundwater, surface water (pluvial), R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: 2.3.3 Groundwater Flooding R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: Groundwater flooding is flooding that is caused by unusually high groundwater levels or flow R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: rates. During flooding, groundwater can emerge at the ground surface or within man-made R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: underground structures such as basements. There are various mechanisms of groundwater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: geology alluvial and coastal groundwater flooding, and that associated with minewater R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: The EA alongside the BGS have developed a groundwater vulnerability map 10 accessed R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: risk from groundwater. These risk levels are described on the BGS website as: R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: • High: areas able to easily transmit pollution to groundwater, characterised by R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46: • Medium: areas that offer some groundwater protection. Intermediate between R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:46:10 BGS Groundwater vulnerability data. https://www.bgs.ac.uk/products/hydrogeology/GroundwaterVulnerability.html R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:60: including stormwater, groundwater and wastewater management and water supply, into R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61: There is a medium-low risk of groundwater flooding throughout the STDC site10 however, R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61: the urban water cycle, including stormwater, groundwater and wastewater management R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:38: and hydrogeology (groundwater quality and levels). R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:40:5.52 The development should lead to an overall improvement of groundwater conditions through the R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:49: groundwater, the built environment and landscape will all be of minor adverse / negligible R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: flows) and hydrogeology (groundwater quality and levels). It therefore closely relates to and R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: and as Secondary (undifferentiated) superficial aquifers. Groundwater vulnerability beneath the R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: site is low and the site does not lie within a defined groundwater Source Protection Zone (SPZ). R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: Boundary Beck Culvert and Knitting Wife Culvert. The groundwater receptors are the mudstone R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: avoid the creation of contaminant/groundwater migration pathways. It is noted that the R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: watercourses and through surface water run-off. With regards to groundwater, effects could R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: potential effects on the surface water and groundwater receptors, are considered to be Negligible R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: groundwater through reduced infiltration (Negligible Adverse impacts) and pollution from R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: spillages and a reduction in contamination of groundwater arising from existing Made Ground R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15:7.11 In addition, groundwater monitoring will be carried out, to determine whether the potential for R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: reduced infiltration or mobilisation of contaminants is likely, and whether groundwater flow R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: groundwater monitoring required would be derived from the findings of ground investigation R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: residual effects: for groundwater, the impacts on flows would remain Negligible Adverse and the R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: impacts on groundwater quality are considered to be Minor Beneficial, both of which would be R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: groundwater beneath the site are considered likely to make ground conditions aggressive to R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: and Groundwater, including a Secondary Undifferentiated aquifer and Secondary B and A R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: aquifers. The sensitivity of identified surface water and groundwater receptors is considered R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: CEMP and health and safety standards, further ground investigations (soil and groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:12: or groundwater as well as reducing leaching of residual soil contamination due to R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:34: i EA Principles and Practice for the Protection of Groundwater (GP3) (Ref 31); R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:34: vi CIRIA Report 515: Groundwater Control – design and practice (Ref 7); and R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:35: 7 Any groundwater removed from excavations would be disposed of appropriately, and the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:35: rate of groundwater flows into excavations should be continuously monitored along with R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:9: Groundwater monitoring would determine R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: groundwater input to the culverts that are R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:5: on hydrology (surface water quality, levels and flows) and hydrogeology (groundwater quality R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:5: interrelationship with human health and groundwater quality is considered in Section F4.0 of R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:8: Groundwater Regulations 1998 These require the prevention of List I substances (such as mercury, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:8: (Ref 25) cadmium, polyaromatic hydrocarbons) entering groundwater and the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:8: avoid pollution of groundwater. Within the context of the WFD, the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:8: groundwater daughter directive was brought into force in January 2009, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:8: which will seek to prevent deterioration in groundwater quality. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:9: • EA Principles and Practice for the Protection of Groundwater (GP3) (Ref 31); R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:9: • CIRIA Report 515: Groundwater Control – design and practice (Ref 7); R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:16: 12 Has powers to undertake works to manage flood risk from surface runoff, groundwater and R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:17: water and groundwater environment, which will need consideration during the design of R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:17: reference R/2019/0767/OOM). The request included groundwater abstractions, surface R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:18: EA groundwater vulnerability R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:18: Wood (2019), Former Steelworks Land, South Tees - Groundwater levels. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:18: Outline Remediation Strategy (Ref 57) Groundwater vulnerability. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:18: Enviros (2004), Soil and Groundwater Baseline Groundwater quality. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:18: Management Plans (Groundwater) (Ref 14) R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:20: groundwater-dependent conservation R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:21: Major Results in complete loss of receptor or Major reduction in groundwater levels, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:21: which may be irrecoverable or slow to Major reduction in groundwater levels R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:21: groundwater dependent terrestrial R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:21: Moderate Results in some loss of receptor, or Moderate reduction in groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:21: potential to recover. Moderate reduction in groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:22: Minor Results in minor impact on feature, with Measurable reduction in groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:22: Measurable reduction in groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:26: total local streamflow which is mostly groundwater input. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:26: moderate runoff rates and a moderate proportion of groundwater input to river flow. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:27: (originating from a watercourse), coastal, groundwater, surface water (pluvial), sewers and R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:29: N/A (Groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:29:F4.18 The site is located within the Tees Mercia Mudstone and Redcar Mudstone Groundwater water R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:29: controls the behaviour and quality of the groundwater and potential pathways to receptors and R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:30: high groundwater, in the north of the site. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:33: amounts of groundwater due to localised features such as fissures, thin permeable horizons and R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: likely to be perched on the underlying deposits, with a limited groundwater gradient due to the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34:F4.35 The conceptual understanding of the overall groundwater functioning of the site is for direct R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: Glacial Till and bedrock mudstone. Groundwater heads within the more permeable units are R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: across the site, so there may be local variations in groundwater elevation. Nonetheless, parts of R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: groundwater discharge boundary in this area for all permeable strata. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: Groundwater Quality R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34:F4.36 Groundwater vulnerability beneath the site is low/medium-low. This relates to the vulnerability R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34:F4.37 The groundwater quality of the Tees Mercia Mudstone and Redcar Mudstone groundwater body R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: concentrations of sulphates have been observed in the groundwater, although the samples were R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: Nonetheless, the groundwater quality is poor overall, reflecting the protracted history of R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: the site (Ref 19) and are shown on Figure F4.4. Of these, the groundwater abstractions are all R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:36: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:36: Mudstone bedrock The site sits on a bedrock aquifer of low-moderate groundwater Low R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:36: groundwater body which dominates the site is ‘Poor’, the overall R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:36: groundwater resource only yields limited amounts of R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:36: groundwater, as a Secondary B/ undifferentiated aquifer, and is R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:39: i EA Principles and Practice for the Protection of Groundwater (GP3) (Ref 31); R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:39: vi CIRIA Report 515: Groundwater Control – design and practice (Ref 7); and R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:40: avoid the creation of contaminant/groundwater migration pathways where possible. It is R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:41: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:42: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:42: groundwater discharge. could contain contaminants R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:42: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:42: water or chemicals into the groundwater table or water course. However, the risk of both these R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:43: potential pollution pathway exists from the site through the shallow groundwater system, which R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:43: leaks from construction plant. The FRA (Appendix F2) notes that the groundwater vulnerability R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:43: medium-high risk from groundwater (where 'high' equates to areas able to easily transmit R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:43: pollution to groundwater with high leaching soils). During site preparation (where the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44: Groundwater Aquifer - Flows R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44: surface would largely be expected to remain above the groundwater table, and it is unlikely that R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44: groundwater would be encountered as part of these works. Reduced infiltration may be R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44: effects on aquifer recharge. Nonetheless, given that groundwater is not used as a resource, the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44: magnitude of the effect of excavation on groundwater flow is deemed to be minor. Alongside a R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44: Groundwater – Water Quality R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44:F5.18 Effects on groundwater quality could result from excavations and earthworks as well as spillages R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44: groundwater system and the surface waters in the Tees estuary. Nonetheless, some continuity R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: Groundwater Aquifer - Flows R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: of change for groundwater flows during operation is minor. The site is located near the River R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: Tees, a very significant groundwater discharge boundary. Alteration of the potential path of R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: Tees. Both of these paths are relatively short. Hence, for these low sensitivity groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: Groundwater – Water Quality R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: introduce potential contaminants to groundwater. However, conversely, removal and treatment R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: of contaminant hotpots would improve groundwater quality of the superficial aquifer at the site. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: magnitude of change for groundwater quality during operation is minor, and the level of effect R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: on the low sensitivity groundwater receptors is Negligible Beneficial and Not Significant. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:46: implemented with regards to groundwater through a monitoring regime. This monitoring R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:48: groundwater through increased R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49: groundwater (affecting climate change scenario. Permits shall be R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49: accommodate any groundwater input to R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49:Secondary bedrock and Groundwater recharge No additional mitigation No additional mitigation identified. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49:(groundwater Aquifers may be R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49:Secondary aquifers Groundwater quality Groundwater monitoring would The SWMP will not include infiltration R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49:(groundwater quality) may be impacted by determine whether the potential SuDS such as soakaways, in order to limit R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49: soils during excavation is likely, prior to groundworks Groundwater monitoring would R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:50: the groundwater identified. potential for mobilisation of contaminants R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:50:groundwater mobilisation (e.g. identified. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:51: Groundwater Aquifer - Flows R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:51: Groundwater Aquifer - Water Quality R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52:F7.9 During future piling activities associated with site redevelopment, groundwater quality within R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52: between the potentially contaminated shallow soils (Made Ground) and groundwater. This may R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52: groundwater quality. This is likely to result no magnitude of change given the on-site R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52:F7.11 Overall, any effects on groundwater quality are likely to be of minor magnitude of change, given R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52: Groundwater Aquifer - Flows R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52: Groundwater Aquifer - Water Quality R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:56: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:56: Contaminant Groundwater monitoring R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:57: Contaminant Groundwater monitoring R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:58: local groundwater through R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:59: Groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:60: groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:60:F8.3 In relation to groundwater, the site has limited groundwater resource potential. The proposed R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:60: development should lead to an overall improvement of groundwater conditions through the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:61: 18 GWDTE Groundwater Dependent Terrestrial Ecosystem R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:62: 7 CIRIA Report C515 (2000). Groundwater control – design and practice (update of C515) R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:62: (RP990). London: CIRIA. Now superseded by CIRIA (2016). C750 Groundwater control: R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:63: 20 Enviros (2004), Soil and Groundwater Baseline Characterisation Study Teesside Works - R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:63: 25 GOV.UK (1998). The Groundwater Regulations 1998: S 1998/2746. online GOV.UK, R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:63: 31 GOV.UK (2013). Groundwater protection:Principles and practice (GP3). online GOV.UK. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:63: Available at: <https://www.gov.uk/government/publications/groundwater-protection- R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:63: (2017). Groundwater protection. online GOV.UK. Available at: R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:63: <https://www.gov.uk/government/collections/groundwater-protection> [Accessed 1st R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:11: groundwater receptors and existing residential receptors, likely to be subject to effects from R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:11: more than one technical aspect. Effects on surface water and groundwater have been discussed R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:41: groundwater receptors. Excavations can lead to contaminants entering the soils, subsequent R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:41: leaching could result in altering groundwater quality through recharge and infiltration. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:41:L5.43 In terms of groundwater, excavations at Lackenby are unlikely to reach the water table and the R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:41: groundwater. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:42: ground and the groundwater aquifers are not utilised as a resource. R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:42: effects are deemed to be Minor Beneficial and Not Significant (in terms of groundwater R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:66: of surface and groundwater pathways to the sites. Schemes no. 18 and 19 are on the opposite R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: identified within the soil with the potential to impact groundwater quality. Based on the low R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: sensitivity, productivity aquifer and saline intrusion into groundwater beneath the site and R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: groundwater. Groundwater within the area is recognised by the Environment Agency as being R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:9:  Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:classification of ‘Moderate’ and a chemical classification of ‘Good’. The groundwater and tributary surface R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: The groundwater samples appear to be grab samples from trial pits. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soil and Groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25:  One round of groundwater monitoring from 10 groundwater metals, pH, R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Groundwater: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Groundwater samples from the By Products Plant and SLEMS areas also indicated concentrations R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: GROs). Free product was noted in groundwater monitoring wells in the By Products area, R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: The groundwater results showed 30 - 62g/l of TPH at BH2B2 and BH2B3 in July 2007 and none in R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: 1B1 in January 2007. PAHs and BTEX were all below detection. No groundwater level data was R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to 6.84mAOD) and did R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: There was evidence of localised hydrocarbon contamination in soil and groundwater within the R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:30: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: store and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: formal aquifer classification. Groundwater in the Made Ground is likely to be in continuity with groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: hydraulic continuity between groundwater in the Made Ground and shallow superficial deposits and surface R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: There are no licensed groundwater abstractions within 1km of the area. There are no SPZs within the site or R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: is likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The presence R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: also influence groundwater flow. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: with shallow groundwater. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Groundwater The groundwater sensivity has been based on The Guidance for the Safe Development of Housing on Land R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: groundwater abstractions within 2km and the area is not located within an SPZ. Given the widespread former R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: degradation of groundwater quality. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Made Ground and Superficial deposits and therefore receive groundwater baseflow. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Groundwater testing by Enviros (2004) encountered elevated sulphate concentrations. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Shadbolt Environmental investigations (2011) analysed groundwater samples, with results R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: (SLEMS). There were no groundwater abstractions within 1km of the site and no designated SPZs R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: Previous ground investigations indicate shallow perched groundwater at 1.5m to 2.5m depth. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43:  Groundwater – Low Sensitivity, no groundwater abstractions, thick low permeability drift R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: waters in clay deposits of limited connectivity with groundwater in superficial deposits R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Groundwater was encountered locally as perched water upon clay deposits in the base of the R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: holes, and many of the exploratory holes were dry whilst open. Only 3 samples of groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: samples were from trial pits, and results may not be representative of groundwater conditions. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Perched groundwater was encountered at depths of 0.5-2.5m bgl. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Visual evidence of hydrocarbons was present in perched groundwater in the Coke Works, by- R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Perched groundwater was encountered at the base of the Made Ground at depths of 2.3-3.0m bgl. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: benzo(a)pyrene locally in 2 samples. Groundwater results for the 3 samples tested were reported R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: users for a commercial/ industrial land use. The risks to controlled waters (groundwater and R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Perched groundwater was encountered at depths of 0.5-1.5m bgl. Groundwater flow was R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: Up to 15 samples of groundwater were analysed for a suite of potential contaminants. The results R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: UK drinking water standards). Elevated sulphate concentrations in groundwater was attributed to R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: groundwater), with respect to elevated PAHs and hydrocarbons at the former Coke Works and By- R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46:  Oily groundwater at the Blast Furnace and Power Station; R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: Enviros trial pits encountered shallow groundwater between 1m and 2m depth on the western R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: deposits (laminated silt and clay). Perched groundwater has been encountered at the site, at R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: notably elevated pH (alkaline conditions) present in slag at the site. Analysis of groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Ground clay with occasional half of the site. Groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:63: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not possible to R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: classification. Groundwater in the Made Ground is likely to be in continuity with groundwater in the underlying R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: groundwater in the Made Ground and shallow superficial deposits and surface waters. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: investigation (Enviros, 2004) interpreted groundwater to have a general flow to the east. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: There are no licensed groundwater abstractions within 1km of the area There are no SPZs within the site or within R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The Sherwood R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: significant thickness of Mercia Mudstone, which will limit the vertical connectivity with shallow groundwater. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Sensitivity The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: groundwater abstractions and the area is not located within a SPZ. Given the widespread former and current R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: groundwater quality. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Ground and Superficial deposits and therefore receive groundwater baseflow. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: CH2M Hill reviewed the Enviros (2004) groundwater monitoring data. One round of testing was R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: conducted, and yanide and sulphur results exceeded the Tier 1 screening values in groundwater in R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Groundwater quality was found to not have changed significantly. Data indicated the continued R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: groundwater quality. Control levels were proposed for ammoniacal nitrogen, chromium, lead, R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Groundwater is reported as several metres below the base of the landfill. There is no leachate R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:86: canteen wastes have been disposed in the landfill. Groundwater below the Warrenby Landfill was R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:86: landfill indicates that groundwater quality is not significantly deteriorating in the vicinity of the R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:86: limited evidence of groundwater deterioration, but should be designed to encourage run off. R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:94: Groundwater Leaching, infiltration and Pollution of Low Likelihood R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:94: (Medium) groundwater. Groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:94: groundwater. Groundwater R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: secondary Aquifer oil depot. Groundwater gen R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: SSSI) (Medium) oil depot. Groundwater gen R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: (Medium) and benzol. Groundwater g R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: and benzol. Groundwater g R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:96: Groundwater Infiltration and Migration via Pollution of Unlikely R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:100:Remediation options associated solely with groundwater have not been taken forward for further appraisal, R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: W = Groundwater and surface water organic Halogenated R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: means certain that even over a long period such b) Ground/groundwater contamination could be present on a R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: Circumstances are such that an event is not b) Ground/ groundwater contamination could be present R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: inevitable over the long-term, or there is evidence b) Ground/groundwater contamination could be present from R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:220: the EPA 1990, major impact on amenity groundwater close to smal R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:13: groundwater emergence, therefore, risk of flooding from groundwater is considered to be R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:23:Growth curve factor 1 year: 0.86 0.86 Where groundwater levels are low enough the use of soakaways R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:28: (e.g. groundwater, tides) R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:29: groundwater, snowmelt, tides…) R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:5:8.9 Groundwater and surface water protection …………………………………………………………………………. 13 R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:13:treated groundwater is discharged to sewer under a discharge consent granted by the sewerage undertaker. R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:14: Phase Liquids groundwater remediation 20 R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:19:8.9 Groundwater and surface water protection R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:19:area to prevent contamination of groundwater. The bunded area shall be created to provide; R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: Groundwater 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: groundwater and off-site migration by potential for off-site migration. R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: groundwater / surface Monitoring of groundwater quality pos R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: Groundwater Damage of waters Low Low Low in the Arcadis Compound. Spill k R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: groundwater flow potential for off-site migration. R-2021-0432-FFM-19736928_1.PDF:9:3.5.4. Groundwater R-2021-0432-FFM-19736928_1.PDF:9:According to Environment Agency mapping, the Site is not located within any groundwater Source Protection R-2021-0432-FFM-19736928_1.PDF:9:The Geotechnical Risk Assessment Report has identified groundwater as being present at depths between R-2021-0432-FFM-19736928_1.PDF:11:• Groundwater – There have been no reports of groundwater flooding within or in the general vicinity of the R-2021-0432-FFM-19736928_1.PDF:11: Site. As described in section 3.5.4, groundwater levels has been identified at depths between 1.0m and R-2021-0432-FFM-19736928_1.PDF:11: geology are of low permeability so the risk of groundwater emergence is low. On this basis, no further R-2021-0432-FFM-19736928_1.PDF:11: consideration of groundwater flooding is required. R-2021-0432-FFM-19736928_1.PDF:12:water flooding only. The risks from fluvial, tidal, groundwater, sewers and artificial sources are considered to be R-2021-0432-FFM-19736928_1.PDF:16:The risks from tidal, groundwater, sewers and artificial sources are considered to be negligible or low. R-2021-0432-FFM-10035117-AUK-XX-XX-SP-ZZ-0258-P1-Water Treatment Prairie Excavations -Se....pdf:3:Water will be produced through a combination of perched groundwater, surface runoff and rainwater, R-2021-0432-FFM-10035117-AUK-XX-XX-SP-ZZ-0258-P1-Water Treatment Prairie Excavations -Se....pdf:4: • Silt separation: once above ground, the extracted groundwater will be required to be pre- R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:3: 3.7 Groundwater …………………………………………………………………………………………………… 8 R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:4: Groundwater Observation Made at the Time of Siteworks 4 R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:4: Groundwater Monitoring Results 5 R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:6:The site works were commissioned in order to assess the current ground and groundwater conditions on the R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:6:provide information on the subsurface ground and groundwater conditions as well as to obtain samples for R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:6:  Installation of gas/groundwater monitoring instrumentation. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:6:  During site works and post site works gas/groundwater monitoring. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:8:groundwater encountered, samples taken and in-situ testing carried out together with any other relevant R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:3.7 Groundwater R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:consequence there is a possibility that this could have masked the discrete ingress of natural groundwater R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:Groundwater was encountered in a number of boreholes and trial pits during the site works operation. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:Where groundwater observations were made details are given on the relevant Borehole and Trial Pit Record R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:and in greater detail (collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11:Made at the Time of Site Works. Standing groundwater levels were recorded in all boreholes at the R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11:Instruments were monitored for gas and/or groundwater both during site works and after the completion of R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11:Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure 6 (Gas Monitoring Results). R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:17:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:17:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:19:Groundwater R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:49: S3-TPA05 Machine Excavated 3.20 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:49: S3-TPA07 Machine Excavated 3.20 Terminated due encountering groundwater. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:49: S3-TPA16 Machine Excavated 1.70 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:49: S3-TPA21 Machine Excavated 1.70 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:49: S3-TPA24 Machine Excavated 1.80 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB02 Machine Excavated 1.20 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB13 Machine Excavated 2.80 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50: Terminated due to groundwater ingress and pit side R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB17 Machine Excavated 1.80 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB18 Machine Excavated 2.50 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB19 Machine Excavated 1.60 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB21 Machine Excavated 2.40 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB22 Machine Excavated 2.30 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB23 Machine Excavated 2.40 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB24 Machine Excavated 3.50 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB26 Machine Excavated 1.70 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB27 Machine Excavated 1.90 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB28 Machine Excavated 3.50 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB31 Machine Excavated 1.90 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB36 Machine Excavated 2.10 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:50:S3-TPB38 Machine Excavated 2.20 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB40 Machine Excavated 2.20 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB44 Machine Excavated 2.50 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB49 Machine Excavated 2.20 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB50 Machine Excavated 2.60 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB53 Machine Excavated 1.30 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB57 Machine Excavated 2.40 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB58 Machine Excavated 2.40 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB59 Machine Excavated 2.80 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB61 Machine Excavated 2.00 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB62 Machine Excavated 1.70 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB67 Machine Excavated 2.80 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB68 Machine Excavated 2.30 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB70 Machine Excavated 2.30 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB73 Machine Excavated 2.50 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB74 Machine Excavated 1.60 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:51:S3-TPB75 Machine Excavated 1.60 Terminated due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:52: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:52: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:56: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:56: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:59: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:59: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:63: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:63: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:67: Trial pit terminated at 3.20m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:67: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:71: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:71: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:75: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:79: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:79: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:83: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:87: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:91: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:91: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:95: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:95: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:99: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:99: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:103: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:103: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:108: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:108: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:112: 1.60 B8 Trial pit terminated at 1.70m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:112: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:116: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:116: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:120: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:120: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:124: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:124: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:128: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:128: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:132: Trial pit terminated at 1.70m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:132: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:136: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:136: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:140: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:144: 1.70 B8 Trial pit terminated at 1.80m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:144: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:148: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:148: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:152: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:152: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:156: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:156: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:160: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:164: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:168: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:168: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:171: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:171: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:175: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:179: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:179: Groundwater seepage at 0.80m and water strike at 1.80m BGL (moderate inflow). R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:183: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:183: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:187: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:187: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:191: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:191: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:195: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:195: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:199: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:199: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:203: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:203: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:207: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:207: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:211: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:211: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:215: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:215: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:219: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:223: Trial pit terminated at 1.20m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:223: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:227: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:227: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:231: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:231: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:235: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:235: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:238: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:242: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:242: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:246: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:246: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:250: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:250: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:252: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:252: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:256: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:256: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:259: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:263: Trial pit terminated at 2.80m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:263: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:267: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:267: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:271: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:275: Trial pit terminated at 3.80m BGL - due to groundwater ingress and pit side R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:275: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:279: Trial pit terminated at 1.80m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:279: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:283: 2.20 ES10 Trial pit terminated at 2.50m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:283: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:287: 1.50 ES6 Trial pit terminated at 1.60m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:287: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:291: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:291: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:295: Trial pit terminated at 2.40m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:295: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:299: 2.20 ES9 Trial pit terminated at 2.30m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:299: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:303: 2.40 J8 Trail pit terminated at 2.40m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:303: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:307: 3.30 B10 (29)kPa Trial pit terminated at 3.50m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:307: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:311: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:315: 1.70 B6 Trial pit terminated at 1.70m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:315: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:319: 1.90 PID 2.0ppm Trial pit terminated 1.90m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:319: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:323: 3.50 J11 Trial pit terminated at 3.50m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:323: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:327: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:331: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:335: 1.90 PID <0.1ppm Trial pit terminated at 1.90m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:335: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:339: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:343: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:343: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:347: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:347: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:351: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:351: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:355: Trial pit terminated at 2.10m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:355: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:359: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:363: Trial pit terminated at 2.20m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:363: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:367: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:367: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:371: Trial pit terminated at 2.20m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:371: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:375: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:375: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:379: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:383: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:383: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:387: 2.50 J7 Trial pit terminated at 2.50m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:387: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:391: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:395: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:395: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:398: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:398: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:402: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:402: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:406: 2.20 ES8 Trial pit terminated at 2.20m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:406: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:410: 2.50 ES8 Trial pit terminated at 2.60m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:410: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:414: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:414: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:418: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:422: Trial pit terminated at 1.30m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:422: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:426: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:426: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:430: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:434: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:434: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:438: 2.40 J7 (16)kPa Trial pit terminated at 2.40m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:438: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:442: 2.40 ES8 Trial pit terminated at 2.40m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:442: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:446: 2.80 J9 (29)kPa Trial pit terminated at 2.80m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:446: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:450: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:450: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:454: 2.00 B8 Trial pit terminated at 2.00m BGL due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:454: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:458: 1.70 B8 Trial pit complete at 1.70m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:458: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:462: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:462: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:466: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:470: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:470: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:474: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:474: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:478: 2.80 ES8 (40)kPa Trial pit terminated at 2.80m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:478: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:482: 2.00 ES8 Trial pit terminated at 2.30m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:482: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:486: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:486: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:490: 2.30 J8 (25)kPa Trial pit terminated at 2.30m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:490: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:494: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:494: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:498: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:498: No groundwater inflow observed. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:502: Trial pit terminated at 2.50m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:502: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:506: 1.50 ES5 Trial pit terminated at 1.60m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:506: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:510: 1.50 J7 (36)kPa Trial pit terminated at 1.60m BGL - due to groundwater ingress. R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:510: PLAN GROUNDWATER R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:514:Groundwater Observations Made at the Time of Site Works R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:518:Groundwater Monitoring Results R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:1088: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf:2:  Protecting and improving the groundwater that supports existing drinking water R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf:2:  Groundwater within important aquifers for future supply of drinking water or other R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf:3:groundwater) in order to locally lower water levels near the excavation. This can allow R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf:3:If you wish to discharge effluent after appropriately treating it to groundwater or surface R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:4: Groundwater …………………………………………………………………………………………………………………….24 R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:5: Groundwater …………………………………………………………………………………………………………………….36 R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:9:• Installation of 3no groundwater monitoring wells with subsequent purge development; R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:9:• Groundwater sampling of all newly installed (shallow) monitoring wells; R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:9:• Groundwater elevation survey of all newly installed monitoring wells. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:9:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:10: • Corus UK Ltd. – Soil and Groundwater Baseline Characterisation Study Teesside Works – R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:14: pit, and 30 due to groundwater ingress. Where groundwater ingress R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:16:encountering groundwater, hard strata, or the pit stability; a summary of the trial pit investigation is presented R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:20:Previous investigations have indicated that shallow groundwater is present and was encountered between R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:20:0.8m and 5.0m bgl (Enviros, 2004 and 2008). The site is not located within a Groundwater Source Protection R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:20:Zone. Groundwater levels recorded within the shallow superficial deposits during the site investigation R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:20: Groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:20: Borehole Aquifer to Groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21: Groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21: Borehole Aquifer to Groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:Across the groundwater monitoring visits there was consistency in the order of the elevation data collected for R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:the two monitoring wells. S3-BHA02 consistently recording the highest groundwater elevation and S3-BHA01 R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:recording the lowest. Based on the number of wells installed it is not possible to infer a groundwater flow R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:direction. It should also be noted groundwater flow will likely be influenced by the significant foundations and R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:groundwater elevation was noted to be approximately 0.45m within both wells. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:Groundwater was encountered in 12 out of 42 trial pits at depths of between 0.6m and 3.7m bgl, and noted to R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:groundwater elevation. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:Across the groundwater monitoring visits there was consistency in the order of the groundwater elevation data R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:recording the highest groundwater elevation and S3-BHB03 recording the lowest. Based on the elevation data R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:recorded groundwater flow within the Made Ground is inferred to be in an easterly or north easterly direction. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:groundwater flow will likely be influenced by the significant foundations and sub surface structures associated R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:in groundwater elevation within the wells screened across the Made Ground was generally less than 0.15m. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:Groundwater levels measured within both monitoring wells in the twin installation borehole S3-BHB04 were R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:identical during four of the five monitoring events, further resting groundwater levels within S3-BHB04d R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:Ground. It is therefore considered that groundwater within the superficial deposits at this location is in continuity R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:Groundwater was encountered in 38 out of 75 trial pits at depths of between 0.7m and 3.4m bgl, and noted to R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:representative of the regional groundwater elevation, however see note above regarding S3-BHB04. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:22:For both Area A and B the Made Ground is considered to be of variable permeability, with groundwater perched R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:22:within the more granular horizons and flow dictated by localised preferential pathways. Groundwater within the R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:31: Groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:31:Metals were measured in groundwater samples from both monitoring wells, concentrations were broadly R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:31:similar within the same order of magnitude both between monitoring wells and over the two groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:31:levels of sulphate were measured in both monitoring wells. The pH of groundwater samples ranged between R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32:Low levels (9.1µg/l) of TPH were in groundwater sampled from S3-BHA01 during the first monitoring visit only; R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32:TPH was measured during both monitoring visits in groundwater from S3-BH02, again at low levels (69-90µg/l). R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32:Levels of PAH were also measured in groundwater sampled from both monitoring wells, concentrations were R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32: to groundwater are considered potentially active due to the identified depth of groundwater (approximately R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32: relation to soil would be considered active. Given the identified depth to groundwater, direct contact R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32: pathways in relation to groundwater are not considered active. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32:• Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32: groundwater levels the migration of off-site impacts on to the site from nearby PAOC is considered R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32:• Migration of groundwater into the on site storm drain and subsequently the off-site culverted surface water R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:33:In monitoring well S3-BHA02 groundwater was resting above the top of the well slotted section indicating the R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:33:well was designed to assess groundwater conditions within the Glaciolacustrine Deposits. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:33:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:33:bearing units are considered groundwater receptors at the site. Surface water courses including those R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43: Groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43:Metals and inorganic ions were measured in groundwater samples from all five monitoring wells, R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43:over the two groundwater monitoring visits, although levels in S3-BHB03 were generally higher than in the R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43:other wells. An elevated concentration of manganese was noted in groundwater from S3-BHB03 and an R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43:wells. The pH of the groundwater was alkaline and ranged between pH8 and pH9.5 R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43:Concentrations of TPH were measured in groundwater from all wells with the exception of S3-BHB01; R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:43: to groundwater are considered potentially active due to the identified depth of groundwater (approximately R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:44: relation to soil would be considered active. Given the identified depth to groundwater, direct contact R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:44: pathways in relation to groundwater are not considered active. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:44:• Leaching of contaminants in the Made Ground to groundwater within the Superficial Deposits is considered R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:44: groundwater levels the migration of off-site impacts on to the site from nearby PAOC is considered R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:44:In monitoring well S3-BHB04d groundwater was resting above the top of the well slotted section indicating the R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:44:well was designed to assess groundwater conditions within the Glacial Till. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:45:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:45:considered groundwater receptors at the site. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:48: of leachate from the Made Ground was mildly alkaline to neutral as was groundwater. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:48: • Elevated sulphate levels were noted in Made Ground and groundwater; R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:48: noted to leach in some samples. Metals, TPH and PAH were also detected in groundwater at both R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:51:• Groundwater Protection: Policy and Practice, Environment Agency GP3 Parts 1-4. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:62:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:62:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:62:F = Migration of contaminated groundwater to (Secondary (Undifferentiated) Aquifer) in bedrock R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:62:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:62:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:62:I = Migration of contaminated groundwater into culverted surface water stream (Holme Beck Knitting Wife Beck) either directly or via storm drain. R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:62: GROUNDWATER R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:63:B = Vapour inhalation of indoor or outdoor air from contaminated soil and or groundwater R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:63:E = Leaching of contaminants from Made Ground and point sources to groundwater in superficial deposits R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:63:F = Migration of contaminated groundwater to Secondary Aquifers in bedrock R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:63:G = Migration of contaminated groundwater onto site in Made Ground and Superficial Deposits R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:63:H = Migration of contaminated groundwater off site in Made Ground and Superficial Deposits R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:63:I = Migration of contaminated groundwater into culverted surface water streams (Kinkerdale Beck, Boundary Beck), and off site pond R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:63: FOUNDATIONS B BASEMENT GROUNDWATER R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:63: E GROUNDWATER R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:78:Groundwater Summary – Reproduced from AEG borehole logs R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:11:background conditions within the local groundwater, or perched water within the made ground. These same R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:12:have on the local groundwater or perched water within the made ground. R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:5: – groundwaters and surface waters, R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11:appropriately. Given the limited anticipated volume of contaminated groundwater the following approach is R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11: • Pumping of impacted groundwater from the sump to an IBC or groundwater treatment facility; R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11: • All groundwater requiring discharge from site will be sampled and analysed to support waste R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11: sentencing. Once characterised the groundwater will be disposed of by a licensed liquid R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11: • Where groundwater is identified within excavations, that is contaminated or may become R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11: – The groundwater will be pumped from the sump until all visually and olfactory R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11: contaminated groundwater is removed. R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11: – The groundwater will be pumped to an IBC or groundwater treatment facility; R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11: – All groundwater requiring discharge from Site will be sampled and analysed to support R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:11: waste sentencing. Once characterised the groundwater will be disposed of by a licensed R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:13: groundwater R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:13: • Records of volumes of contaminated groundwater removed (where applicable) for treatment / R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:14: • Records of any soil / groundwater disposed of off-site, detailing waste transfer ticket number, R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:14: • Waste disposal records (both soil and groundwater) including the provision of waste transfer R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:The Application Site is not indicated to be located in a groundwater Source Protection Zone (SPZ) and there R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:are no records of licensed groundwater abstractions in the vicinity of the site. The site is situated directly R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:There is the potential for soil and groundwater contamination to be present on the Application Site R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:6:• the nature and extent of soil and groundwater contamination beneath the Application Site; and, R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:7: • The Groundwater Daughter Directive 2006; (2006/118/EC); R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:7: • Groundwater (England and Wales) Regulations 2009; R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:12: (EA) Groundwater Vulnerability mapping (1:100,000-scale), the stratigraphic sequence and aquifer R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13: which may store and yield limited amounts of groundwater due to localised features such as R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13:2.4.5 According to Environment Agency data, the Application Site is not located in a groundwater R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13: Plan classified groundwater chemical quality beneath the Application Site as ‘poor’ in 2015. R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13: licensed groundwater abstractions within 2km of the Application Site. R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: potential for a wide range of contaminates to be present in soil and groundwater. R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: groundwater (if present) beneath the site to impact future site users via the inhalation pathway in R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: site. This represents a sensitive receptor and is designated as a SSSI. The groundwater R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: Groundwater R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: Groundwater R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:20: • Installation of groundwater and gas monitoring wells; R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:20: • Collection of soil and groundwater samples from beneath the site with chemical analysis of R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:20: groundwater chemical analysis results to determine the potential for the identified potential R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:29:incurred by owners of contaminated land and groundwater. R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:29: Groundwater in this context does not include waters within underground strata but above the saturated zone. R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:47:45 5.3 Groundwater vulnerability Identified (within 50m) R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:47:46 5.4 Groundwater vulnerability- soluble rock risk None (within 0m) R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:47:47 5.5 Groundwater vulnerability- local information None (within 0m) R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:47:48 5.6 Groundwater abstractions 0 0 0 0 0 R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:48:53 6.5 WFD Groundwater bodies 1 - - - - R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:48:Page Section Groundwater flooding R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:48:59 9.1 Groundwater flooding Moderate (within 50m) R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:86:Aquifer status of groundwater held within superficial geology. R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:88:Aquifer status of groundwater held within bedrock geology. R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:88: groundwater due to localised features such as fissures, thin permeablehorizons and R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89: Groundwater vulnerability R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89:5.3 Groundwater vulnerability R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89:An assessment of the vulnerability of groundwater to a pollutant discharged at ground level based on the R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89: High - Areas able to easily transmit pollution to groundwater. They are likely to be characterised by high R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89:Features are displayed on the Groundwater vulnerability map on page 45 R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:90:5.4 Groundwater vulnerability- soluble rock risk R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:91:5.5 Groundwater vulnerability- local information R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:91:groundwater team through the Environment Agency National Customer Call Centre on 03798 506 506 or by R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92: Groundwater abstraction licence (point) R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92: Groundwater abstraction licence (area) R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92: Groundwater abstraction licence (linear) R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92:5.6 Groundwater abstractions R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92:Licensed groundwater abstractions for sites extracting more than 20 cubic metres of water a day and includes R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:94:Source Protection Zones in the confined aquifer define the sensitivity around a deep groundwater abstraction R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:95: WFD Groundwater body boundaries R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:96:coastal waters and groundwater through river basin-level management planning. In terms of surface water, R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:97:6.5 WFD Groundwater bodies R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:97:Groundwater bodies are also covered by the Directive and the same regime of objectives and reporting R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:97:Explorer to find out more about each groundwater body listed. R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:99:Records of historic flooding from rivers, the sea, groundwater and surface water. Records began in 1946 when R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103: 9 Groundwater flooding R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103:9.1 Groundwater flooding R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103:Groundwater flooding is caused by unusually high groundwater levels. It occurs when the water table rises R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103:above the ground surface or within underground structures such as basements or cellars. Groundwater R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103:Features are displayed on the Groundwater flooding map on page 59 R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:142:peat and may compress if loaded by overlying structures, or if the groundwater level changes, potentially R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:2:Secondary B Aquifer. There are no groundwater abstractions within 2 km of the site. The available ground R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:2:investigation information indicates the presence of a perched discontinuous pockets of groundwater at the R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:2:area and significant land reclamation it is considered that groundwater in the area does not represent a R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:3:gas or groundwater monitoring. R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:3:• Groundwater is not considered to be a sensitive receptor given the aquifer status of the underlying R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:13:Groundwater R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:13:No groundwater monitoring wells have been installed at the Assessment Site as part of ground investigation R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:13:works to date. However, groundwater strikes were encountered circa 50% of trial pits, which ranged in R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:13:depths of between 3.70 m and 5.50 m bgl. The majority of groundwater strikes were identified at the R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:13:influence on groundwater levels. R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:14:absence of groundwater abstractions within a 2 km radius, these aquifers are considered to be of low R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:16:• Installation of groundwater and ground gas monitoring wells R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:16:• Collection of soil and groundwater samples for chemical analyses for contaminants of concern R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:16:• Assessment of ground conditions and generic quantitative risk assessment of soil and groundwater R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:17: encountered contamination. However, no chemical analyses of superficial soils or groundwater samples R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:17: contamination. However, no chemical analyses of superficial soils or groundwater samples was R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:18:11.2 Groundwater Contamination R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:18:No groundwater monitoring wells were installed as part of the Solmek ground investigation therefore no R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:18:analyses of groundwater samples have been undertaken. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:1: groundwater and managing risks to human health and the environment from historic land R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:1: • The Groundwater Daughter Directive 2006; (2006/118/EC); R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:1: • Groundwater (England and Wales) Regulations 2009; R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: waters (i.e. rivers, lakes, canals and groundwater) from pollution. It sets out the responsibilities of R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: rivers, estuaries, coastal waters, lakes and groundwater. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:2:9.2.3 The Groundwater (England and Wales) Regulations (2009) supplement existing regulations to R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: protect groundwater in England and Wales. These regulations control groundwater pollution from R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: waste operations, mobile plant and discharges to groundwater. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:4:9.2.16 For some receptors such as potable groundwater abstractions, the study area is extended to a R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: • Groundwater Source R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: remedial measures to groundwater may be required to R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: • Groundwater Source R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: recoverability (e.g. up to 5 years for groundwater to R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: groundwater returns to its current or improved condition). • tidally influenced R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: groundwater. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: water quality rendering groundwater unfit to drink; reduced reliability of supply at a R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: groundwater abstraction source; a permanent or severe temporary reduction in the quality of R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: classified groundwater. A major beneficial effect could include: major improvement to human R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: groundwater. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: permanent reduction in the quality of any classified groundwater. A moderate beneficial effect R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: or regional scale in the quality of any classified groundwater. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: classified groundwater which would be fully reversible with time or widespread reversible R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: reduction in the quality of groundwater used only for commercial or industrial abstractions. A R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: classified groundwater and/or a moderate or notable improvement in the quality of R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: groundwater resources used only for commercial or industrial abstraction. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: design of foundations and to investigate the presence of soil and groundwater contamination R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:9: Groundwater Vulnerability mapping (1:100,000-scale), the stratigraphic sequence and aquifer R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: groundwater due to localised features such as fissures, thin permeable horizons and weathering. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: licensed groundwater abstractions within 2km of the Application Site, and the site is not located in R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: a Groundwater Source Protection Zone (SPZ). R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: groundwater chemical quality beneath the site as ‘Poor’ quality in 2015. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:12:9.3.30 Whilst sea level change associated with climate change may result in a rise in groundwater levels R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: • a site investigation to confirm the presence/absence of soil and groundwater contamination R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: testing to confirm that contaminants in soil and groundwater and ground gas levels (as R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: of soils and groundwater which could indicate the presence of previously unknown R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: • a procedure to manage any previously unidentified contaminated soils or groundwater that R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:14:9.5.2 Soil and groundwater contamination associated with historical land uses would be identified R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:14: the Application Site, and the migration off-site via groundwater in the Tidal Flat Deposits and R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:14:9.5.7 Migration via groundwater offsite would be limited by the relatively low permeability of the R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: Impacts on Groundwater R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: groundwater from the use, storage or spillage of construction related chemicals (fuels, oil, cement, R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: or any shallow groundwater. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.12 The impacts on groundwater as a result of leaching and migration of contaminants on the site R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.13 Groundwater within the Tidal Flat Deposits and Mercia Mudstone Group is the receptor and is R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.14 The site is not located in a Groundwater Source Protection Zone and is in an area of currently poor R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: chemical groundwater quality. The groundwater on site is therefore, considered to be low to R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.19 Excavations within the Tidal Flat Deposits may encounter groundwater which is likely to be in R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: surface infiltration / through flow of shallow groundwater during construction would be preventable, R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: including soil, groundwater and gas testing (as appropriate) to confirm that contaminants are at R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: any potential pathways, mitigating the risk of exposure to shallow soils and groundwater for future R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: rainfall, limiting the infiltration of shallow perched groundwater to mobilise any remaining potential R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: Impacts on Groundwater R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: infiltration to shallow groundwater, through increased building cover, hardstanding and drainage. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: sensitive underlying Secondary B Aquifer of the Mercia Mudstone Formation. The groundwater R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:17: contamination to groundwater. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:17:9.5.33 The impacts to groundwater as a result of the implementation of any remediation / mitigation R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:17:9.5.38 If the site investigation identifies soil or groundwater contamination that represents a potential risk R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:18: Impacts on Groundwater R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:18: into the ground and affect groundwater. The sensitivity of the groundwater underlying the R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:18: materials to migrate to groundwater. The magnitude of impact would be negligible, and the level of R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:18: groundwater quality on a pre-determined timeline. This would be agreed as part of the Permit R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:18:9.6.11 Whilst sea level change associated with climate change may result in a rise in groundwater levels R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:18: on human health, groundwater or the Teesmouth and Cleveland SSSI. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:19: R/2015/0218/DCO R/2015/0218/DCO groundwater, R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:19: ttps:Infrastructure.planninginspectorate.gov.uk/projects/north- Infrastructure is health, groundwater R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:19: Cumulative Effects - Groundwater R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:19:9.8.3 The groundwater underlying the Application Site is of low sensitivity. There is the potential for R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:20: groundwater from spills and leakages during the construction process. On this basis, cumulative R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:20: ecology and ornithology where the geology and groundwater influence important habitats. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:20:9.9.2 There is the potential that any soils or groundwater contamination present on the Application Site R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:20: waters receptor including groundwater and nearby surface waters. Therefore, the impacts to the R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:20: It identified the potential for soil and groundwater contamination to be present on the Application R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:21: users and groundwater would be up to minor beneficial. R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:21: permit and the significance of the effect to future site users, groundwater and the adjacent SSSI R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:21: The Groundwater Daughter Directive 2006; (2006/118/EC) R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:21: Groundwater (England and Wales) Regulations 2009 R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:23:Groundwater – Tidal CoCP, site Low Minor adverse Not significant R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:23:(Secondary Mobilisation of Soil/groundwater R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:23:Aquifer) Low through groundwater. materials R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:24:Groundwater Low through groundwater. (buildings/ areas of R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:24:Groundwater – Tidal R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:5: Groundwater Management ……………………………………………………………………………………… 20 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:9:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:horizontal and vertical migration of groundwater within more permeable horizons of the Glaciolacustrine R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:groundwater flow direction towards the north-east inferred from site data. It should be noted the inferred R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13: Geology Aquifer Classification Groundwater flow R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13: is considered low. Underlying groundwater within the Made Ground is considered of low R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:15: due to changes in loading or groundwater regime; R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:19:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:21: Manage perched and confined groundwater within the Made Ground encountered during R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26: Groundwater Management R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:Groundwater and accumulated water are anticipated to be encountered within excavations and R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:4.3.7.1 Removal of NAPL on Groundwater R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:to expose the groundwater table and identify if it is impacted by the above material and if groundwater R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: groundwater as far as is reasonably groundwater or accumulated water as far R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36:  Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:41: On-Site Groundwater Source R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:41:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2022-0355-FFM-20857612_1.pdf:7:development will incorporate appropriate measures to avoid any discharges to groundwater. The R-2022-0355-FFM-20857612_1.pdf:7:groundwater and accumulated water encountered during the remediation of the site will be dealt R-2021-0846-FFM-Arcadis GI and Drainage.pdf:1:Risks to groundwater across the wider South Bank landholding including the area of the site were assessed in 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:6: PLAN GROUNDWATER R-2021-0846-FFM-Arcadis GI and Drainage.pdf:6: No groundwater inflow observed. R-2021-0846-FFM-Arcadis GI and Drainage.pdf:7: PLAN GROUNDWATER R-2021-0846-FFM-Arcadis GI and Drainage.pdf:7: No groundwater inflow observed. R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:5: Groundwater Management ……………………………………………………………………………………… 16 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:8:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:10:horizontal and vertical migration of groundwater within more permeable horizons of the Glaciolacustrine R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:10:groundwater flow direction towards the north-east inferred from site data. It should be noted the inferred R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:10: Geology Aquifer Classification Groundwater flow R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:11: Arcadis2021b, the risk to water resource receptors is considered low. Underlying groundwater R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:11: due to changes in loading or groundwater regime; R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:15:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:17:• Manage perched and confined groundwater within the Made Ground encountered during R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22: Groundwater Management R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:Groundwater and accumulated water are anticipated to be encountered within excavations and R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:4.3.7.1 Removal of NAPL on Groundwater R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:to expose the groundwater table and identify if it is impacted by the above material and if groundwater R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:24: groundwater as far as is reasonably groundwater or accumulated water as far R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:31: • Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:3: Flooding from Groundwater 14 R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:Flooding from Groundwater R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:The risk of flooding from groundwater is considered to be low, considering that the underlying geology is R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:61:NVP Contaminant has low vapour phase in groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:65:Table G1: Groundwater GAC Protective of Human Health and Water Resources R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:65:NVP Contaminant has low vapour phase in groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:66:GQRA – Summary of Groundwater Screen R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:67:Table G2: Groundwater GAC Protective of Human Health and Water Resources R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:67:NVP Contaminant has low vapour phase in groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:144: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:145: Groundwater Observation Made at the Time of Site Works 4 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:146:order to provide information on the subsurface ground and groundwater conditions as well as to obtain R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:3.6 Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:It should be noted that groundwater levels may vary due to seasonal and other effects. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:Groundwater was encountered in the majority of trial pits during the site works operation. Where groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of Site Works. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:151:Standing groundwater levels were recorded in none of the drillholes at the beginning or end of each drilling R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:158:Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:173: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:173: Groundwater seepage at 2.10m BGL (Slow inflow). R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:177: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:177: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:180: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:180: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:183: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:186: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:186: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:189: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:192: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:195: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:198: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:201: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:204: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:207: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:207: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:210:Groundwater Observations Made at the Time of Site Works R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Groundwater ………………………………………………………………………………………………………………………..7 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Groundwater ……………………………………………………………………………………………………………………… 7 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Human Health Groundwater Risk Assessment …………………………………………………………………….12 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Groundwater Risk Assessment ………………………………………………………………………………………….. 12 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Groundwater …………………………………………………………………………………………………………………….12 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Qualitative Risk Assessment for Substances in Groundwater without WQS ……………………………..17 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:6:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:7: • Two groundwater sampling events at all newly installed monitoring wells; R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:7: locations due to obstructions. Groundwater was identified within Made R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8:A full summary of the hydrogeology at the site is given in Arcadis 2020a. Two additional rounds of groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8:The range in groundwater elevations measured over the three rounds of monitoring are briefly summarised R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Groundwater Groundwater Groundwater Depth to R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Borehole Aquifer Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8:Over the three monitoring visits, groundwater flow direction within the superficial deposits has varied based on R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8:interpolation of the groundwater elevations to form groundwater elevation contours, and been towards the east R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Groundwater Groundwater Groundwater Depth to R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Borehole Aquifer Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:Mercia Mudstone. Based on the consecutive groundwater elevations measured, the groundwater in BH105 is considered R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:Over the three monitoring visits, the inferred groundwater flow direction within the bedrock has been towards R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:North Sea. As such, the groundwater flow direction inferred for groundwater in both the superficial deposits R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:monitoring groundwater recharge in four monitoring well locations in June and July 2020: R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:Groundwater monitoring for potential tidal influence was undertaken by AEG in BH101D (located in the R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:Regular cyclical changes in the groundwater level were recorded in the monitoring wells. However, the peaks R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:influenced groundwater. The peaks and troughs were generally 8 hours apart and the change in water level R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:BH108D were interrupted by larger variations in groundwater elevation (in the order of 15cm and over a period R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:there is insufficient evidence to conclusively state that the groundwater is tidally influenced. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:measured in the groundwater samples collected assuming all chloride resulted from NaCl. The concentration R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:used to determine whether the groundwater underlying the site was likely to be saline, brackish or fresh. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:Two additional groundwater monitoring visits and one round of surface water monitoring have been undertaken R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:AEG factual report in Appendix C. The results of the groundwater monitoring are briefly discussed in section R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12: Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12: Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:the base of the Superficial Deposits but in continuity with groundwater in the bedrock. A further four wells R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:screen the bedrock and one well is screened across the Made Ground. The results of all three groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:Metals were measured in all groundwater samples; barium, boron, calcium, manganese, sodium, and iron R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:generally lower in the latter two groundwater samples collected. Metals concentrations in the Superficial R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:Elevated levels of sulphate and chloride were measured in all samples. The pH of the groundwater in wells R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:pH<8.5. Groundwater from monitoring well Prairie_AUK_BH102 screened across Made Ground measured R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:in groundwater samples from at least one visit and free cyanide was less than MDL. Total cyanide was R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:Free cyanide was measured above MDL in the following groundwater samples: R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:Concentrations of TPH were measured in groundwater sampled from Prairie_AUK_BH109 on all three R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:conditions. In all monitoring wells with the exception of PRAIRIE_AUK_BH108S groundwater was resting R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:14:surface ground gas condition, this is expected as the monitoring well was designed to assess groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17: Human Health Groundwater Risk Assessment R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17: Groundwater Risk Assessment R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Concentrations of volatile contaminants in 36 groundwater and 2 surface water samples were screened against R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:concentrations of CoC in groundwater is not considered to be significant. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Groundwater samples were not analysed for VOC in the latter two groundwater monitoring visits as such there R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Groundwater samples were analysed for inorganics. Free cyanide has been detected at concentrations above R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:MDL in the groundwater sampled over the three monitoring visits. Free cyanide can volatilise under certain R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17: Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Twelve groundwater samples were obtained from the monitoring wells on each of the three sampling visits and R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:18:Mercia Mudstone. Based on the consecutive groundwater elevations measured, the groundwater in BH105 is considered R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22: Qualitative Risk Assessment for Substances in Groundwater without WQS R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22:groundwater samples, where tested. As such, this compound is not considered to pose a significant risk to R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22:Analysis of groundwater for VOCs was undertaken on the first monitoring visit (May 2020) only so discussion R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22:groundwater. Considering the site setting (close to saline coastal environment) these compounds are not R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:The risk to human health from concentrations of CoC in groundwater from chronic exposure has been R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:available, in any of the groundwater samples collected from the site. An appropriate GAC for free cyanide in R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:groundwater has not been identified and as such the risk to human health from concentrations of free cyanide R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:in groundwater cannot be ruled out. The Arcadis Detailed Conceptual Site Model and Risk Assessment report, R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:in groundwater from chronic health effects. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:Concentrations of multiple CoC in groundwater have been measured in excess of the WQS. In light of the R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:25:In line with previous findings, a number of concentrations of CoC measured in groundwater have been R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:33: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:34: Groundwater Observation Made at the Time of Site Works 4 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:34: Groundwater Monitoring Results 5 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:34: Continuous Groundwater/Tidal Monitoring Results 7 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:the ground and groundwater conditions on site prior to the proposed remediation works. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:this site in order to provide information on the subsurface ground and groundwater conditions as well as to R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:  Continuous groundwater/tidal monitoring. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:  Installation of gas/groundwater monitoring instrumentation. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:  Post site works gas/groundwater monitoring and groundwater sampling. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:3.6 Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:there is a possibility that this could have masked the discrete ingress of natural groundwater into the R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:Groundwater was encountered in the exploratory holes during the site works operation. Where groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:(collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:Site Works. Standing groundwater levels were recorded many exploratory holes at the beginning and/or end R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:Instruments were monitored for gas and groundwater on three occasions; one week after the completion of R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:readings is presented as Field Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:order to assess groundwater fluctuations over the period of a complete tidal cycle. The tidal cycle readings R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:41:Groundwater sampling was undertaken from all but one (BH102) of the installations during the second round R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:41:log the groundwater level during the test. A mechanical slug was then used to perform variable head (rising R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:47:Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:90:PRAIRIE_AUK_TP113 Machine excavated 3.80 Terminated due to concrete plinth and groundwater ingress. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:94: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:94: Groundwater seepage at 2.00m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:97: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:97: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:100: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:100: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:104: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:104: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:107: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:107: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:110: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:110: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:113: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:116: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:119: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:119: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:122: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:122: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:125: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:125: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:128: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:131:3.80 B10 Terminated at 3.80m BGL - due to concrete plinth and groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:131: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:139: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:144: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:144: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:147: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:147: Groundwater seepage at 2.60m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:150: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:150: Groundwater seepage at 1.40m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:153: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:156: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:156: Groundwater seepage at 1.50m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:159: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:162: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:165: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:168: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:171: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:171: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:175: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:175: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:177: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:177: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:180: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:180: Slight groundwater seepage (water perched on concrete base) at 2.70m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:183: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:186: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:186: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:189: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:192: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:192: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:195: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:195: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:198: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:198: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:201: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:205: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:205: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:209: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:209: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:212: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:212: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:215: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:3: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:12: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:12: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:15: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:15: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:18: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:18: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:21: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:24: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:24: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:27: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:27: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:30: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:33: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:36: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:39: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:39: Groundwater seepage at 1.70m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:42: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:42: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:44: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:44: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:46: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:46: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:48: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:48: Groundwater seepage at 1.20m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:51: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:54: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:54: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:56: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:56: Slight groundwater seepage at 1.70m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:59: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:59: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:62: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:62: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:66: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:66: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:69: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:69: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:72: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:72: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:75: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:75: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:78: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:81: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:84: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:84: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:87: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:90: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:90: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:93: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:96: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:100: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:103: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:103: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:106: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:106: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:110: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:113: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:116: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:120: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:120: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:123: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:123: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:126: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:126: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:128: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:128: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:130: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:130: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:134: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:134: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:137: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:137: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:140: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:140: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:143: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:143: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:146: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:146: Groundwater seepage at 2.00m BGL (slight inflow). R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:149: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:152: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:152: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:155: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:158: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:161: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:164: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:164: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:167: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:170: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:173: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:173: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:176: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:176: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:179: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:179: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:182: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:185: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:185: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:188: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:188: 2.50 due to groundwater filling up basement/cellar over time. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:191: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:193: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:196: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:199: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:199: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:202: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:205: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:208: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:208: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:213: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:217: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:221: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:221: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:225: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:225: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:229: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:229: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:233: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:233: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:4: Groundwater ……………………………………………………………………………………………………………………. 26 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Selection of Groundwater GAC …………………………………………………………………………………………..34 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Groundwater Risk Assessment ………………………………………………………………………………………….. 34 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Qualitative Risk Assessment for Substances in Groundwater Without GAC ……………………………..35 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Groundwater ……………………………………………………………………………………………………………………. 43 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Qualitative Risk Assessment for Substances in Leachate/Groundwater without WQS ……………….46 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:6:GQRA – Summary of Groundwater Screen R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:8:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Installation of 12no. groundwater monitoring wells (including 2no. twin installations) with subsequent R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Groundwater sampling of all newly installed monitoring wells; R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Groundwater elevation survey of all newly installed monitoring wells. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:17:encountering groundwater, hard strata, or the pit stability. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:19:Previous investigations have indicated that shallow groundwater is present and was encountered between R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:19:0.5m and 2.5m bgl (Enviros 2008, MD2 2011). The site is not located within a Groundwater Source Protection R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:Groundwater was encountered in 56 out of 112 trial pits at depths of between 0.3m and 3.5m bgl, and noted R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:Groundwater is believed to be perched within the more granular horizons (and also within sub surface R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:structures) and flow dictated by localised preferential pathways. It was noted that groundwater levels within R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:the Made Ground showed considerable variation between adjacent trial pits indicating that groundwater is not R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:continuous in Made Ground across the site. Detail on the groundwater observations noted within trial pits is R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20: Figure 7: Groundwater Within Made Ground R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:Groundwater levels recorded within the shallow superficial deposits during the site investigation are shown in R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Borehole Aquifer to Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:classified as non-aquifers. Groundwater flow within the Glaciolacustrine Deposits is indicated to the north to R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:Groundwater levels recorded within the bedrock deposits during the site investigation are shown in the table R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:below and on Figure 8 in Appendix A. The resting groundwater levels in the monitoring wells screened across R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:was noted that the resting groundwater elevations within the Mercia Mudstone are below those in the R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Borehole Aquifer to Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:22:The elevation data indicates that within the Redcar Mudstone Formation and Mercia Mudstone groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:22:migration of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:22:The results of two additional groundwater monitoring visits are presented in 10035117-AUK-XX-XX-RP-ZZ- R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:25:Based on the inferred groundwater flow direction and position relative to the site the most likely source of off- R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater within made ground R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:32: Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:32:Metals were measured in all groundwater samples; metals boron, calcium, manganese, sodium, and iron were R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:Elevated levels of sulphate and chloride were measured in all samples. The pH of the groundwater in wells R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:majority of the samples showing a pH<8. Groundwater from monitoring well Prairie_AUK_BH102 screened R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:Concentrations of TPH were measured in groundwater sampled from three monitoring wells: R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:Low levels of VOC primarily alkyl benzene derivatives were identified in groundwater sampled from R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33: relation to soil would be considered active. Given the likely depth to groundwater (approximately 2 to 3m R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33: bgl in natural deposits, <1m bgl in some Made Ground), direct contact pathways in relation to groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33: are not considered active for groundwater within the natural deposits but potentially active for perched water R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:considered groundwater receptors at the site. The Glacial Till and Glaciolacustrine Deposits which underly the R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37: B. Vapour inhalation of indoor and outdoor air from volatile contamination in shallow groundwater, R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40: Selection of Groundwater GAC R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:in groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40: Groundwater Risk Assessment R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:Concentrations of volatile contaminants in 12 groundwater samples were screened against the inhalation GAC R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:health from inhaling volatile contaminants emanating from groundwater beneath the site (potential pollutant R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:in groundwater is not considered to be significant. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41: Qualitative Risk Assessment for Substances in Groundwater Without GAC R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:Many were not measured above MDL in groundwater. Based on a review of the MDLs, these are not R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:hydrocarbon fuels. Both compounds were measured above MDL in one groundwater sample only, taken from R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:BH109. The maximum concentration of TPH was identified in the same groundwater sample. On this basis it R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:groundwater sampled from one location screening the Glaciolacustrine Deposits (BH101S). Given the R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43: 1) Leaching of CoC from Made Ground to groundwater in Tidal Flat Deposits R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43: 3) Horizontal Migration of contaminated groundwater to the on-site watercourse R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43: 4) Migration of CoC in groundwater onto site from off-site sources R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43: 5) Migration of CoC in groundwater off site. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:49: Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:49:Twelve groundwater samples were obtained from monitoring wells and three grab samples were collected R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:It is noted that the groundwater pH in the Made Ground is alkaline (pH 12.5) and the pH of the groundwater is R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52: Qualitative Risk Assessment for Substances in Leachate/Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:any of the leachate or groundwater samples, where tested. As such, this compound is not considered to pose R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:below MDL in the groundwater samples, these contaminants are not considered to represent a risk to water R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:Four of the compounds, magnesium, sulphate, sulphur and chloride are present naturally in groundwater. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:concentration of chromium also measured in groundwater sampled from this location. Given the distribution of R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:including slag materials) and groundwater were assessed using GAC. Concentrations of arsenic and PAHs R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:of human health in groundwater. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:Exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples and groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:samples from the Made Ground, superficial deposits and the bedrock. Dissolved contaminants in groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:into shallow groundwater from the slag deposits and hydrocarbon impacts on the site. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:measured in leachate and groundwater and the presence of NAPL and tar. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:65:Title: Prairie - Groundwater Identified in Trial Pits R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:66: Title: Groundwater Elevations R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:2: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:2: Groundwater seepage at 1.20m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:5: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:8: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:8: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:10: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:10: Slight groundwater seepage at 1.70m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:13: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:13: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:16: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:16: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:20: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:20: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:23: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:23: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:26: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:26: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:29: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:29: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:32: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:35: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:38: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:38: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:41: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:44: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:44: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:47: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:50: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:54: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:57: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:57: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:60: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:60: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:64: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:67: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:70: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:74: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:74: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:77: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:77: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:80: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:80: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:82: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:82: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:84: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:84: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:88: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:88: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:91: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:91: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:94: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:94: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:97: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:97: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:100: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:100: Groundwater seepage at 2.00m BGL (slight inflow). R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:103: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:106: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:106: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:109: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:112: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:115: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:118: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:118: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:121: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:124: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:127: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:127: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:130: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:130: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:133: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:133: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:136: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:139: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:139: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:142: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:142: 2.50 due to groundwater filling up basement/cellar over time. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:145: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:147: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:150: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:153: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:153: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:156: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:159: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:162: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:162: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:167: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:171: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:175: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:175: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:179: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:179: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:183: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:183: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:187: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:187: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:191: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:195: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:200: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:204: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:204: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:211: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:211: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:215: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:215: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:221: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:227: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:227: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:230:Groundwater Observations Made at the Time of Site Works R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:236:Groundwater Monitoring Results R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:247:Continuous Groundwater/Tidal Monitoring Results R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:248: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:248: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:248: groundwater. Note also slight R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:249: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:249: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:249: groundwater. Increase R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:250: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:250: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:251: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:4: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:8: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:13: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:17: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:17: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:24: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:24: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:28: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:28: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:34: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:40: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:40: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:43:Groundwater Observations Made at the Time of Site Works R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:49:Groundwater Monitoring Results R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:60:Continuous Groundwater/Tidal Monitoring Results R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:61: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:61: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:61: groundwater. Note also slight R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:62: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:62: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:62: groundwater. Increase R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:63: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:63: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:64: GROUNDWATER MONITORING DATA R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:2: On-Site Groundwater Source R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:2:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:4: On-Site Groundwater Source R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:4:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:10: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:11: Groundwater Observation Made at the Time of Site Works 4 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:11: Groundwater Monitoring Results 5 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:11: Continuous Groundwater/Tidal Monitoring Results 7 R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:the ground and groundwater conditions on site prior to the proposed remediation works. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:this site in order to provide information on the subsurface ground and groundwater conditions as well as to R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:  Continuous groundwater/tidal monitoring. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:  Installation of gas/groundwater monitoring instrumentation. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:  Post site works gas/groundwater monitoring and groundwater sampling. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:3.6 Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:there is a possibility that this could have masked the discrete ingress of natural groundwater into the R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:Groundwater was encountered in the exploratory holes during the site works operation. Where groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:(collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:Site Works. Standing groundwater levels were recorded many exploratory holes at the beginning and/or end R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:Instruments were monitored for gas and groundwater on three occasions; one week after the completion of R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:readings is presented as Field Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:order to assess groundwater fluctuations over the period of a complete tidal cycle. The tidal cycle readings R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:Groundwater sampling was undertaken from all but one (BH102) of the installations during the second round R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:log the groundwater level during the test. A mechanical slug was then used to perform variable head (rising R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:24:Groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:67:PRAIRIE_AUK_TP113 Machine excavated 3.80 Terminated due to concrete plinth and groundwater ingress. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:71: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:71: Groundwater seepage at 2.00m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:74: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:74: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:77: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:77: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:81: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:81: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:84: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:84: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:87: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:87: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:90: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:93: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:96: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:96: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:99: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:99: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:102: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:102: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:105: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:108:3.80 B10 Terminated at 3.80m BGL - due to concrete plinth and groundwater R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:108: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:116: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:121: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:121: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:124: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:124: Groundwater seepage at 2.60m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:127: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:127: Groundwater seepage at 1.40m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:130: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:133: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:133: Groundwater seepage at 1.50m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:136: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:139: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:142: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:145: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:148: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:148: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:152: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:152: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:154: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:154: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:157: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:157: Slight groundwater seepage (water perched on concrete base) at 2.70m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:160: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:163: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:163: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:166: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:169: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:169: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:172: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:172: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:175: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:175: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:178: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:182: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:182: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:186: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:186: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:189: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:189: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:192: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:195: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:204: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:204: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:207: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:207: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:210: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:210: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:213: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:216: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:216: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:219: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:219: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:222: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:225: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:228: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:231: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:231: Groundwater seepage at 1.70m BGL. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:234: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:234: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:236: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:236: No groundwater inflow observed. R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:238: PLAN GROUNDWATER R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:238: No groundwater inflow observed. R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:5: Environmental Permit for Land and Groundwater Remediation ……………………………………. 15 R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:5: Groundwater Management ……………………………………………………………………………………… 21 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:8:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:11:horizontal and vertical migration of groundwater within more permeable horizons of the Glaciolacustrine R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:11:groundwater flow direction towards the north-east inferred from site data. It should be noted the inferred R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:11:Groundwater levels vary across the Site and are in part influenced by topography and the thickness of R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:11: Geology Aquifer Classification Groundwater flow R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:13: due to changes in loading or groundwater regime; R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:17:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:19: Manage groundwater (including tidally influenced, perched and confined) within the Made Ground R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:21:  Environmental Permit for Land and Groundwater Remediation; R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:21: Environmental Permit for Land and Groundwater Remediation R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:26: extend to influence of groundwater levels within excavations; R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:26:  Deep excavations will be required with a high potential of groundwater ingress and associated R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27: Groundwater Management R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:Groundwater and accumulated water are anticipated to be encountered within excavations and R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:close proximity to the River Tees the groundwater level is anticipated to be tidally influenced. R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:within the groundwater level to enable safe excavation and backfilling according with the requirements R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:4.3.9.1 Removal of NAPL on Groundwater R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:(by trial pits or boreholes) to expose the groundwater table and identify if it is impacted by the above R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:material and if groundwater treatment is required. R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:29: groundwater as far as is reasonably groundwater or accumulated water as far R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:33:Where backfilling in areas that have tidally influenced groundwater, backfilling should be undertaken in R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:33:4.3.16.1 Groundwater / Surface Water Management R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:36:  Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:Growth curve factor 1 year: Where groundwater levels are low enough the use of soakaways R-2023-0253-RMM-50134216_1_CEMP.pdf:13:include additional ground investigation to characterise soil and groundwater conditions. Subsequently a R-2023-0253-RMM-50134216_1_CEMP.pdf:14: groundwater pollutants (including plant) will be moved to a safe area R-2023-0253-RMM-50134216_1_CEMP.pdf:15:Equipment / groundwater have drip trays and undergo regular maintenance checks R-2023-0253-RMM-50134216_1_CEMP.pdf:15: / groundwater include training of relevant staff and spill response drills. R-2023-0253-RMM-50134216_1_CEMP.pdf:15:Earthworks Pollution to surface Groundwater and surface water monitoring will be carried out as R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:20: groundwater discharge water R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:44: the superficial deposits and underlying Mercia Mudstone Group, the lack of potable groundwater R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:44: abstractions, likely saline intrusion and the absence of a SPZ, groundwater within the footprint of 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: to groundwater, moderate adverse to the Tees estuary and associated ecological receptors and R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: • Groundwater source in the vicinity of SBC_AUK_BH110 - considered to represent R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: Diffuse groundwater contaminants found throughout the site associated with Made Ground R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: Groundwater contaminants associated with SBCO include metals, hydrocarbons (including tars), 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: • Groundwater advection R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:46: • Groundwater including Minor and Major Aquifers underlying the site R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:47: • In order to minimise the impacts on groundwater quality during earthworks and piling and R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:47: contaminants in groundwater and surface water runoff the following measures will be R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:53:Hazardous substances are common pollutants of waterbodies and groundwater supplies which can be R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:53:the potential for contaminants from hazardous substances migrating to surface and groundwater. R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:53:of migration to groundwater or a nearby watercourse. Such storage areas will be located away from R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:57:Oil is one of the most common pollutants in the UK and spilt oil can pollute waterbodies and groundwater R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:57: pollute groundwater R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:60: regulator and Water Company of the works to be conducted. Any de-watering, groundwater R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:159:transitional waters (estuaries), coastal waters and groundwater”. It aims to ensure that all aquatic R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:185: groundwater quality during activities/relevant phase, a programme of site Contractor R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:185: contaminants in groundwater shall include the following components: R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:20: groundwater discharge water R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:44: the superficial deposits and underlying Mercia Mudstone Group, the lack of potable groundwater R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:44: abstractions, likely saline intrusion and the absence of a SPZ, groundwater within the footprint of 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: to groundwater, moderate adverse to the Tees estuary and associated ecological receptors and R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: • Groundwater source in the vicinity of SBC_AUK_BH110 - considered to represent R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: Diffuse groundwater contaminants found throughout the site associated with Made Ground R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: Groundwater contaminants associated with SBCO include metals, hydrocarbons (including tars), 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: • Groundwater advection R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:46: • Groundwater including Minor and Major Aquifers underlying the site R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:47: • In order to minimise the impacts on groundwater quality during earthworks and piling and R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:47: contaminants in groundwater and surface water runoff the following measures will be R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:53:Hazardous substances are common pollutants of waterbodies and groundwater supplies which can be R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:53:the potential for contaminants from hazardous substances migrating to surface and groundwater. R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:53:of migration to groundwater or a nearby watercourse. Such storage areas will be located away from R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:57:Oil is one of the most common pollutants in the UK and spilt oil can pollute waterbodies and groundwater R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:57: pollute groundwater R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:60: regulator and Water Company of the works to be conducted. Any de-watering, groundwater R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:157: groundwater quality during activities/relevant phase, a programme of site Contractor R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:157: contaminants in groundwater shall include the following components: R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:1: 7 Working on contaminated 2 14 Groundwater contamination 4 R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: Groundwater Contamination R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: rendering the groundwater unsuitable for potable water R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: 14 abstraction, the likely magnitude of effect to the groundwater is R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: groundwater quality during construction is considered to be of R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: contaminated perched groundwater to migrate to the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:4:4.3.2 Interaction with Groundwater ………………………………………………………………………………………………13 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:6:Figure 3a Groundwater Elevation Plot – Monitoring Wells Screening the Bedrock R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:6:Figure 3b Groundwater Elevation Plot – Monitoring Wells Screening the Superficial Deposits 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:(Arcadis 2020a). Additional groundwater and surface water monitoring has since been undertaken by AEG R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:10:and represents the most recent water quality data available for the site (Arcadis 2020c). Groundwater and R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:10:that the risk to controlled waters (both groundwater and surface waters) was moderate / low and commented R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:10:that the groundwater within the area is recognised by the Environment Agency as being non-viable. The focus 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:11:of 12no. groundwater monitoring wells including 2no. twin installations which screened different strata R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:11:underlying the site. The first round of groundwater monitoring using the newly installed monitoring wells was R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:11:within 1 km of the site. Based on the groundwater elevation data collected from the monitoring wells in May R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:11:2020, the groundwater flow direction within both the superficial deposits and the bedrock is towards the north R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:11:parts of the site, both groundwater and surface water were considered potential controlled waters receptors 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 groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:  Leaching of CoC from Made Ground to groundwater in the Tidal Flat Deposits (Secondary (A) Aquifer R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:  Horizontal migration of contaminated groundwater to the on-site watercourses R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:  Migration of CoC in groundwater onto site from off-site sources R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:  Migration of CoC in groundwater off-site R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:A risk to human health from concentrations of CoC measured in groundwater was not identified as part of the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:dichloroethane were measured in leachate and/or groundwater in excess of Drinking Water Standards (DWS) R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:12:leachate and groundwater and additionally the presence of NAPL and tar. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:13:Additional monitoring of the groundwater and the surface water was undertaken by AEG at the site following R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:13:  Measurement of groundwater elevation on 15th June and 30th June R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:13:  Sampling of groundwater on 15th June and 1st and 2nd July 2020 with subsequent laboratory analysis 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:15: Review of the viability of aquifers for groundwater abstraction in the context of additional permeability R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:15: data, additional groundwater elevation data and detailed review of the results of the ground investigation R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:15: Made Ground is not considered to be a groundwater receptor. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:15: groundwater within the Glacial Lacustrine and the Glacial Till deposits is R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:15: limited amounts of groundwater due to localised features. Mercia R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:16: groundwater in the area is recognised by the Environmental Agency as R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:16: Redcar Mudstone of the Wood 2019 report which stated that the groundwater in the area is R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:16: Sandstone this aquifer is likely to have limited connectivity with groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:16:Deposits is not considered to have a significant potential for future groundwater abstraction. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:16:The Sherwood Sandstone is a Principal Aquifer and as such, most likely to be abstracted for groundwater. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:16:Groundwater within the remaining aquifers are classified as Secondary B Aquifers, Secondary Undifferentiated R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:16:Aquifers or Unproductive Strata and as such are less likely to support sufficient groundwater yields to be R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:16:findings of the Wood 2019 report which stated that the groundwater in the area is recognised by the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:be unlikely support significant groundwater flow (or abstraction). R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:unlikely to support significant groundwater flow (or the yields likely required for a viable abstraction). R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:The site is not located in, or within 1km of an SPZ or a Drinking Water Safeguard Zone for groundwater. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:and historical location of the site, an assessment of the salinity of the groundwater and monitoring for tidal R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:influence at the site was undertaken to determine the natural quality of the groundwater underlying the site. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:Laboratory analysis of the groundwater and the results of the tidal monitoring are presented in Arcadis 2020c. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:measured in groundwater underlying the site were calculated to indicate whether the groundwater was fresh, R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:brackish or saline. Of the 12 groundwater samples collected in May 2020 (including groundwater from the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:Penarth Group), concentrations of NaCl in all 12 were less than 500 mg/l indicating that the groundwater in R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:these units is fresh water. When groundwater collected in June 2020 and again in July 2020 was tested, R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:concentrations of NaCl in groundwater sampled from the remaining two samples (BH109 and BH110) were R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:that the groundwater to the west of the site, in the bedrock may be brackish. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:A laboratory test for %salinity was also completed for the same groundwater samples. A comparison of the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:salinity in the groundwater to the salinity of seawater suggested that the majority of the groundwater samples R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:considered to be better representative of groundwater conditions. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:Overall, concentrations of NaCl measured in the groundwater suggest that much of groundwater underlying R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:Regular cyclical changes in the groundwater level were recorded in the monitoring wells however the peaks R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:influenced groundwater. The peaks and troughs were generally 8 hours apart and the change in water level R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:BH108D were interrupted by larger variations in groundwater elevation (in the order of 15cm and over a period R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:there is insufficient evidence to conclusively state that the groundwater is tidally influenced. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:Groundwater underlying the site was largely found to be fresh based on calculated concentrations of NaCl R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:measured in groundwater samples with the exception of groundwater in BH109 and BH110 during monitoring R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:in June and July 2020. Both BH109 and BH110 screen bedrock in the west of the site and groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:water may indicate sporadic saline intrusion into the groundwater in the bedrock underlying the site. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:The overall suitability of the groundwater for abstraction, now or in the future, is considered to be low. The R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:Sandstone Aquifer, which is a Principal Aquifer, protected from the shallow groundwater by a significant R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:On this basis, groundwater underlying the site is considered to be of low resource potential and has not been R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:18:considered as a receptor of concern. On this basis, further consideration of groundwater within the underlying R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19: River Tees is likely to influence the regional groundwater system. The groundwater flow R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:4.3.2 Interaction with Groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:Groundwater has been identified in both the superficial deposits and bedrock underlying the site. Water has R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:groundwater bodies in the superficial deposits and bedrock which show a coherent groundwater flow direction, R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:The groundwater flow direction in the superficial deposits inferred from site groundwater elevation data is R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:or cross gradient of the groundwater flow direction and the risk to Holme Beck is therefore considered to be R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:proven to be in good condition and that shallow groundwater is not in continuity with the water in the culvert, R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:the risk to Knitting Wife Beck from concentrations of CoC measured in groundwater is considered to be low. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:Beck, provided that the culvert can be proven to be in good condition and that shallow groundwater is not in R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:in shallow groundwater is considered to be low. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:the site and runs eastwards towards the North Sea, the inferred groundwater flow direction is considered to R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:be in line with regional hydrogeology. Groundwater Elevation is presented on Figure 3a for monitoring wells 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:20:dispersion and dilution as the groundwater migrates. The risk to the River Tees from concentrations of CoC R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:20:measured in groundwater is considered to be low. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:20:on this and that the bulk of the groundwater flow direction on the site is to the north, north-east and east, R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:20:condition and that groundwater is not in continuity with the water in the culvert, the risk to Knitting Wife Beck R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:20:and the Cross Connector from concentrations of CoC measured in groundwater is considered to be low. 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:site. Naphthalene was not measured above the human health GAC in groundwater. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:The highest concentration of free cyanide measured in groundwater during the May 2020 and June 2020 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:21:in the groundwater were an order of magnitude lower than those observed in monitoring well BH110. 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:and groundwater were not measured in excess of the GAC derived. 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:findings of the remediation options appraisal (Arcadis 2020b) and the collection of additional groundwater and 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:26:Further assessment of the applicability of water resources associated with the site (groundwater in the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:With regard to groundwater, whilst the majority of groundwater underlying the site was indicative of freshwater, R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:concentrations of NaCl calculated in the groundwater samples collected in June 2020 and July 2020 indicated R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:groundwater in the bedrock in the west of the site was brackish. This suggests there may be periodic saline R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:intrusion into the bedrock and should pumping of the groundwater be undertaken, further saline intrusion may R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:groundwater by a significant thickness of Mercia Mudstone. The permeabilities of the underlying superficial R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:groundwater underlying the site was considered to be of low resource potential and has not been considered R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:26:and that the bulk of the groundwater flow direction on the site is to the north, north-east and east making Holme R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:27:condition and that groundwater is not in continuity with the water in the culvert, the risk to Knitting Wife Beck R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:27:and the Cross Connector from concentrations of CoC measured in groundwater is considered to be low. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:29: GROUNDWATER IN THE R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:31: Groundwater elevation data collected by AEG in May and June R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:31: Figure 3a - Groundwater Elevation Plot - R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:32:15 June: 6.87 m AOD Groundwater elevation data collected by AEG in May and June R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:32: Figure 3b - Groundwater Elevation Plot - R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:35: HO (TREATED AS PER GROUNDWATER KNITTING WIFE BECK (UNPR R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:35: (UNPRODUCTIVE STRATA) GROUNDWATER (SUPERFICIAL) MERIA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:35: GROUNDWATER (BEDROCK) SHERW R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:38: groundwater, building fabric or other samples) have not been 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: groundwater. The vapour migration pathway to indoor air is assessed via the Johnson and R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:41:Assessment of Groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:41:human health from groundwater, as such RBCA (v2.6) has been selected to assess the vapour pathway in R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:41:relation to groundwater. Additionally, RBCA has the ability to assess exposure from the vapour pathways with 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:  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: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: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:46:Groundwater 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 groundwater Adopted from Arcadis in-house GAC (generic assumption around depth to R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:47: (m) groundwater) in the absence of a LQM appropriate value 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: Ingestion / Discharge to Surface Water Groundwater Volatilization to Indoor Air Indoor Air R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:53:GROUNDWATER SSTL VALUES 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:53: Groundwater Ingestion / Groundwater Volatilization Groundwater Volatilization R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Groundwater ……………………………………………………………………………………………………………………….. 7 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Groundwater ……………………………………………………………………………………………………………………… 7 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Human Health Groundwater Risk Assessment …………………………………………………………………….12 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Groundwater Risk Assessment …………………………………………………………………………………………..12 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Groundwater …………………………………………………………………………………………………………………….12 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:4: Qualitative Risk Assessment for Substances in Groundwater without WQS …………………………….. 17 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:6:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:7:  Two groundwater sampling events at all newly installed monitoring wells; R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:7: locations due to obstructions. Groundwater was identified within Made R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8:A full summary of the hydrogeology at the site is given in Arcadis 2020a. Two additional rounds of groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8:The range in groundwater elevations measured over the three rounds of monitoring are briefly summarised R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Groundwater Groundwater Groundwater Depth to R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8:Over the three monitoring visits, groundwater flow direction within the superficial deposits has varied based on R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8:interpolation of the groundwater elevations to form groundwater elevation contours, and been towards the east R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Groundwater Groundwater Groundwater Depth to R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:Mercia Mudstone. Based on the consecutive groundwater elevations measured, the groundwater in BH105 is considered R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:Over the three monitoring visits, the inferred groundwater flow direction within the bedrock has been towards R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:North Sea. As such, the groundwater flow direction inferred for groundwater in both the superficial deposits R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:monitoring groundwater recharge in four monitoring well locations in June and July 2020: R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:Groundwater monitoring for potential tidal influence was undertaken by AEG in BH101D (located in the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:Regular cyclical changes in the groundwater level were recorded in the monitoring wells. However, the peaks R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:influenced groundwater. The peaks and troughs were generally 8 hours apart and the change in water level R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:BH108D were interrupted by larger variations in groundwater elevation (in the order of 15cm and over a period R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:there is insufficient evidence to conclusively state that the groundwater is tidally influenced. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:measured in the groundwater samples collected assuming all chloride resulted from NaCl. The concentration R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10:used to determine whether the groundwater underlying the site was likely to be saline, brackish or fresh. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:Two additional groundwater monitoring visits and one round of surface water monitoring have been undertaken R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:AEG factual report in Appendix C. The results of the groundwater monitoring are briefly discussed in section R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12: Groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12: Groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:the base of the Superficial Deposits but in continuity with groundwater in the bedrock. A further four wells R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:screen the bedrock and one well is screened across the Made Ground. The results of all three groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:Metals were measured in all groundwater samples; barium, boron, calcium, manganese, sodium, and iron R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:12:generally lower in the latter two groundwater samples collected. Metals concentrations in the Superficial R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:Elevated levels of sulphate and chloride were measured in all samples. The pH of the groundwater in wells R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:pH<8.5. Groundwater from monitoring well Prairie_AUK_BH102 screened across Made Ground measured R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:in groundwater samples from at least one visit and free cyanide was less than MDL. Total cyanide was R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:Free cyanide was measured above MDL in the following groundwater samples: R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:Concentrations of TPH were measured in groundwater sampled from Prairie_AUK_BH109 on all three R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:13:conditions. In all monitoring wells with the exception of PRAIRIE_AUK_BH108S groundwater was resting R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:14:surface ground gas condition, this is expected as the monitoring well was designed to assess groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17: Human Health Groundwater Risk Assessment R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17: Groundwater Risk Assessment R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Concentrations of volatile contaminants in 36 groundwater and 2 surface water samples were screened against R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:concentrations of CoC in groundwater is not considered to be significant. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Groundwater samples were not analysed for VOC in the latter two groundwater monitoring visits as such there R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Groundwater samples were analysed for inorganics. Free cyanide has been detected at concentrations above R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:MDL in the groundwater sampled over the three monitoring visits. Free cyanide can volatilise under certain 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:17: Groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17:Twelve groundwater samples were obtained from the monitoring wells on each of the three sampling visits and R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:18:Mercia Mudstone. Based on the consecutive groundwater elevations measured, the groundwater in BH105 is considered R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22: Qualitative Risk Assessment for Substances in Groundwater without WQS R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22:groundwater samples, where tested. As such, this compound is not considered to pose a significant risk to R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22:Analysis of groundwater for VOCs was undertaken on the first monitoring visit (May 2020) only so discussion R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22:groundwater. Considering the site setting (close to saline coastal environment) these compounds are not R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:22:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:The risk to human health from concentrations of CoC in groundwater from chronic exposure has been R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:available, in any of the groundwater samples collected from the site. An appropriate GAC for free cyanide in R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:groundwater has not been identified and as such the risk to human health from concentrations of free cyanide R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:in groundwater cannot be ruled out. The Arcadis Detailed Conceptual Site Model and Risk Assessment report, R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:in groundwater from chronic health effects. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:24:Concentrations of multiple CoC in groundwater have been measured in excess of the WQS. In light of the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:25:In line with previous findings, a number of concentrations of CoC measured in groundwater have been R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:33: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Groundwater Observation Made at the Time of Site Works 4 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Groundwater Monitoring Results 5 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Continuous Groundwater/Tidal Monitoring 7 R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:the ground and groundwater conditions on site prior to the proposed remediation works. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:this site in order to provide information on the subsurface ground and groundwater conditions as well as to R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:  Continuous groundwater/tidal monitoring. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:  Installation of gas/groundwater monitoring instrumentation. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:35:  Post site works gas/groundwater monitoring and groundwater sampling. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:3.6 Groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:there is a possibility that this could have masked the discrete ingress of natural groundwater into the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:Groundwater was encountered in the exploratory holes during the site works operation. Where groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:(collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:Site Works. Standing groundwater levels were recorded many exploratory holes at the beginning and/or end R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:Instruments were monitored for gas and groundwater on two occasions; one week after the completion of the R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:is presented as Field Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure 6 (Gas R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:39:order to assess groundwater fluctuations over the period of a complete tidal cycle. The tidal cycle readings R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:Groundwater sampling was undertaken from all but one (BH102) of the installations during the second round R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:log the groundwater level during the test. A mechanical slug was then used to perform variable head (rising R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:45:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:47:Groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:90:PRAIRIE_AUK_TP113 Machine excavated 3.80 Terminated due to concrete plinth and groundwater ingress. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:94: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:94: Groundwater seepage at 2.00m BGL. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:97: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:97: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:100: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:100: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:104: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:104: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:107: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:107: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:110: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:110: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:113: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:116: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:119: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:119: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:122: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:122: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:125: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:125: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:128: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:131:3.80 B10 Terminated at 3.80m BGL - due to concrete plinth and groundwater R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:131: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:135: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:139: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:144: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:144: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:147: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:147: Groundwater seepage at 2.60m BGL. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:150: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:150: Groundwater seepage at 1.40m BGL. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:153: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:156: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:156: Groundwater seepage at 1.50m BGL. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:159: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:162: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:165: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:168: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:171: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:171: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:175: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:175: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:177: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:177: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:180: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:180: Slight groundwater seepage (water perched on concrete base) at 2.70m BGL. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:183: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:186: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:186: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:189: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:192: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:192: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:195: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:195: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:198: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:198: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:201: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:205: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:205: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:209: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:209: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:212: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:212: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:215: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:218: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:227: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:227: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:230: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:230: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:233: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:233: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:236: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:239: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:239: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:242: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:242: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:245: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:248: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:251: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:254: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:254: Groundwater seepage at 1.70m BGL. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:257: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:257: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:259: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:259: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:261: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:261: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:263: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:263: Groundwater seepage at 1.20m BGL. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:266: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:269: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:269: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:271: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:271: Slight groundwater seepage at 1.70m BGL. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:274: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:274: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:277: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:277: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:281: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:281: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:284: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:284: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:287: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:287: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:290: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:290: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:293: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:296: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:299: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:299: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:302: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:305: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:305: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:308: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:311: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:315: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:318: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:318: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:321: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:321: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:325: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:328: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:331: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:335: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:335: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:338: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:338: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:341: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:341: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:343: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:343: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:345: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:345: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:349: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:349: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:352: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:352: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:355: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:355: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:358: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:358: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:361: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:361: Groundwater seepage at 2.00m BGL (slight inflow). R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:364: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:367: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:367: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:370: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:373: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:376: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:379: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:379: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:382: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:385: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:388: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:388: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:391: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:391: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:394: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:394: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:397: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:400: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:400: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:403: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:403: 2.50 due to groundwater filling up basement/cellar over time. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:406: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:408: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:411: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:414: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:414: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:417: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:420: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:423: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:423: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:428: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:432: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:436: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:436: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:440: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:440: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:444: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:444: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:448: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:448: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:452: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:456: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:461: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:465: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:465: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:472: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:472: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:476: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:476: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:482: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:488: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:488: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:491:Groundwater Observations Made at the Time of Site Works R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:497:Groundwater Monitoring Results R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:498: GROUNDWATER MONITORING RESULTS R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:499: GROUNDWATER MONITORING RESULTS R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:507:Continuous Groundwater/Tidal Monitoring Results R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:508: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:508: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:509: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:509: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:510: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:510: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:511: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1352: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1381: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1382: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1383: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1384: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1384: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1385: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1385: Groundwater seepage at 2.10m BGL (Slow inflow). R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1386: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1386: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1387: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1387: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1388: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1389: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1389: No groundwater inflow observed. R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1390: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1391: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1392: PLAN GROUNDWATER R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1416: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1416: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1417: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1417: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1418: GROUNDWATER MONITORING DATA R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1418: GROUNDWATER MONITORING DATA R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:8:• Any groundwater recovered from excavations will be treated as required and R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:11:• Any groundwater recovered from excavations will be treated as required and R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: identified within the soil with the potential to impact groundwater quality. Based on the low R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: sensitivity, productivity aquifer and saline intrusion into groundwater beneath the site and R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: groundwater. Groundwater within the area is recognised by the Environment Agency as being R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:9:  Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:classification of ‘Moderate’ and a chemical classification of ‘Good’. The groundwater and tributary surface R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: The groundwater samples appear to be grab samples from trial pits. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soil and Groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25:  One round of groundwater monitoring from 10 groundwater metals, pH, R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Groundwater: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Groundwater samples from the By Products Plant and SLEMS areas also indicated concentrations R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: GROs). Free product was noted in groundwater monitoring wells in the By Products area, R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: The groundwater results showed 30 - 62g/l of TPH at BH2B2 and BH2B3 in July 2007 and none in R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: 1B1 in January 2007. PAHs and BTEX were all below detection. No groundwater level data was R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to 6.84mAOD) and did R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: There was evidence of localised hydrocarbon contamination in soil and groundwater within the R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:30: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: store and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: formal aquifer classification. Groundwater in the Made Ground is likely to be in continuity with groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: hydraulic continuity between groundwater in the Made Ground and shallow superficial deposits and surface R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: There are no licensed groundwater abstractions within 1km of the area. There are no SPZs within the site or R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: is likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The presence R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: also influence groundwater flow. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: with shallow groundwater. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Groundwater The groundwater sensivity has been based on The Guidance for the Safe Development of Housing on Land R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: groundwater abstractions within 2km and the area is not located within an SPZ. Given the widespread former R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: degradation of groundwater quality. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Made Ground and Superficial deposits and therefore receive groundwater baseflow. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Groundwater testing by Enviros (2004) encountered elevated sulphate concentrations. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Shadbolt Environmental investigations (2011) analysed groundwater samples, with results R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: (SLEMS). There were no groundwater abstractions within 1km of the site and no designated SPZs R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: Previous ground investigations indicate shallow perched groundwater at 1.5m to 2.5m depth. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43:  Groundwater – Low Sensitivity, no groundwater abstractions, thick low permeability drift R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: waters in clay deposits of limited connectivity with groundwater in superficial deposits R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Groundwater was encountered locally as perched water upon clay deposits in the base of the R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: holes, and many of the exploratory holes were dry whilst open. Only 3 samples of groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: samples were from trial pits, and results may not be representative of groundwater conditions. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Perched groundwater was encountered at depths of 0.5-2.5m bgl. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Visual evidence of hydrocarbons was present in perched groundwater in the Coke Works, by- R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Perched groundwater was encountered at the base of the Made Ground at depths of 2.3-3.0m bgl. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: benzo(a)pyrene locally in 2 samples. Groundwater results for the 3 samples tested were reported R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: users for a commercial/ industrial land use. The risks to controlled waters (groundwater and R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Perched groundwater was encountered at depths of 0.5-1.5m bgl. Groundwater flow was R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: Up to 15 samples of groundwater were analysed for a suite of potential contaminants. The results R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: UK drinking water standards). Elevated sulphate concentrations in groundwater was attributed to R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: groundwater), with respect to elevated PAHs and hydrocarbons at the former Coke Works and By- R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46:  Oily groundwater at the Blast Furnace and Power Station; R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: Enviros trial pits encountered shallow groundwater between 1m and 2m depth on the western R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: deposits (laminated silt and clay). Perched groundwater has been encountered at the site, at R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: notably elevated pH (alkaline conditions) present in slag at the site. Analysis of groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Ground clay with occasional half of the site. Groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:63: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not possible to R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: classification. Groundwater in the Made Ground is likely to be in continuity with groundwater in the underlying R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: groundwater in the Made Ground and shallow superficial deposits and surface waters. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: investigation (Enviros, 2004) interpreted groundwater to have a general flow to the east. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: There are no licensed groundwater abstractions within 1km of the area There are no SPZs within the site or within R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The Sherwood R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: significant thickness of Mercia Mudstone, which will limit the vertical connectivity with shallow groundwater. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Sensitivity The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: groundwater abstractions and the area is not located within a SPZ. Given the widespread former and current R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: groundwater quality. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Ground and Superficial deposits and therefore receive groundwater baseflow. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: CH2M Hill reviewed the Enviros (2004) groundwater monitoring data. One round of testing was R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: conducted, and yanide and sulphur results exceeded the Tier 1 screening values in groundwater in R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Groundwater quality was found to not have changed significantly. Data indicated the continued R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: groundwater quality. Control levels were proposed for ammoniacal nitrogen, chromium, lead, R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Groundwater is reported as several metres below the base of the landfill. There is no leachate R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:86: canteen wastes have been disposed in the landfill. Groundwater below the Warrenby Landfill was R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:86: landfill indicates that groundwater quality is not significantly deteriorating in the vicinity of the R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:86: limited evidence of groundwater deterioration, but should be designed to encourage run off. R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:94: Groundwater Leaching, infiltration and Pollution of Low Likelihood R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:94: (Medium) groundwater. Groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:94: groundwater. Groundwater R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: secondary Aquifer oil depot. Groundwater gen R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: SSSI) (Medium) oil depot. Groundwater gen R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: (Medium) and benzol. Groundwater g R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: and benzol. Groundwater g R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:96: Groundwater Infiltration and Migration via Pollution of Unlikely R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:100:Remediation options associated solely with groundwater have not been taken forward for further appraisal, R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: W = Groundwater and surface water organic Halogenated R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: means certain that even over a long period such b) Ground/groundwater contamination could be present on a R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: Circumstances are such that an event is not b) Ground/ groundwater contamination could be present R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: inevitable over the long-term, or there is evidence b) Ground/groundwater contamination could be present from R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:220: the EPA 1990, major impact on amenity groundwater close to smal R-2020-0318-FFM-318 contam land.pdf:1:detected in groundwater. R-2020-0318-FFM-318 contam land.pdf:1:groundwater. R-2020-0318-FFM-Phase II ESA.PDF:4: Groundwater …………………………………………………………………………………………………………………….26 R-2020-0318-FFM-Phase II ESA.PDF:5: Selection of Groundwater GAC …………………………………………………………………………………………..34 R-2020-0318-FFM-Phase II ESA.PDF:5: Groundwater Risk Assessment …………………………………………………………………………………………..34 R-2020-0318-FFM-Phase II ESA.PDF:5: Qualitative Risk Assessment for Substances in Groundwater Without GAC ……………………………..35 R-2020-0318-FFM-Phase II ESA.PDF:5: Groundwater …………………………………………………………………………………………………………………….43 R-2020-0318-FFM-Phase II ESA.PDF:5: Qualitative Risk Assessment for Substances in Leachate/Groundwater without WQS ……………….46 R-2020-0318-FFM-Phase II ESA.PDF:6:GQRA – Summary of Groundwater Screen R-2020-0318-FFM-Phase II ESA.PDF:8:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2020-0318-FFM-Phase II ESA.PDF:9:  Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for R-2020-0318-FFM-Phase II ESA.PDF:9:  Installation of 12no. groundwater monitoring wells (including 2no. twin installations) with subsequent R-2020-0318-FFM-Phase II ESA.PDF:9:  Groundwater sampling of all newly installed monitoring wells; R-2020-0318-FFM-Phase II ESA.PDF:9:  Groundwater elevation survey of all newly installed monitoring wells. R-2020-0318-FFM-Phase II ESA.PDF:17:encountering groundwater, hard strata, or the pit stability. R-2020-0318-FFM-Phase II ESA.PDF:19:Previous investigations have indicated that shallow groundwater is present and was encountered between R-2020-0318-FFM-Phase II ESA.PDF:19:0.5m and 2.5m bgl (Enviros 2008, MD2 2011). The site is not located within a Groundwater Source Protection R-2020-0318-FFM-Phase II ESA.PDF:20:Groundwater was encountered in 56 out of 112 trial pits at depths of between 0.3m and 3.5m bgl, and noted R-2020-0318-FFM-Phase II ESA.PDF:20:Groundwater is believed to be perched within the more granular horizons (and also within sub surface R-2020-0318-FFM-Phase II ESA.PDF:20:structures) and flow dictated by localised preferential pathways. It was noted that groundwater levels within R-2020-0318-FFM-Phase II ESA.PDF:20:the Made Ground showed considerable variation between adjacent trial pits indicating that groundwater is not R-2020-0318-FFM-Phase II ESA.PDF:20:continuous in Made Ground across the site. Detail on the groundwater observations noted within trial pits is R-2020-0318-FFM-Phase II ESA.PDF:20: Figure 7: Groundwater Within Made Ground R-2020-0318-FFM-Phase II ESA.PDF:20:Groundwater levels recorded within the shallow superficial deposits during the site investigation are shown in R-2020-0318-FFM-Phase II ESA.PDF:21: Groundwater R-2020-0318-FFM-Phase II ESA.PDF:21: Borehole Aquifer to Groundwater R-2020-0318-FFM-Phase II ESA.PDF:21:classified as non-aquifers. Groundwater flow within the Glaciolacustrine Deposits is indicated to the north to R-2020-0318-FFM-Phase II ESA.PDF:21:Groundwater levels recorded within the bedrock deposits during the site investigation are shown in the table R-2020-0318-FFM-Phase II ESA.PDF:21:below and on Figure 8 in Appendix A. The resting groundwater levels in the monitoring wells screened across R-2020-0318-FFM-Phase II ESA.PDF:21:was noted that the resting groundwater elevations within the Mercia Mudstone are below those in the R-2020-0318-FFM-Phase II ESA.PDF:21: Groundwater R-2020-0318-FFM-Phase II ESA.PDF:21: Borehole Aquifer to Groundwater R-2020-0318-FFM-Phase II ESA.PDF:22:The elevation data indicates that within the Redcar Mudstone Formation and Mercia Mudstone groundwater R-2020-0318-FFM-Phase II ESA.PDF:22:migration of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till R-2020-0318-FFM-Phase II ESA.PDF:25:Based on the inferred groundwater flow direction and position relative to the site the most likely source of off- R-2020-0318-FFM-Phase II ESA.PDF:27: groundwater at base of the made ground. R-2020-0318-FFM-Phase II ESA.PDF:27: groundwater. R-2020-0318-FFM-Phase II ESA.PDF:27: groundwater at base of the made ground. R-2020-0318-FFM-Phase II ESA.PDF:27: groundwater at base of the made ground R-2020-0318-FFM-Phase II ESA.PDF:27: groundwater at base of the made ground R-2020-0318-FFM-Phase II ESA.PDF:27: groundwater at base of the made ground R-2020-0318-FFM-Phase II ESA.PDF:27: groundwater at base of the made ground R-2020-0318-FFM-Phase II ESA.PDF:27: groundwater within made ground R-2020-0318-FFM-Phase II ESA.PDF:32: Groundwater R-2020-0318-FFM-Phase II ESA.PDF:32:Metals were measured in all groundwater samples; metals boron, calcium, manganese, sodium, and iron were R-2020-0318-FFM-Phase II ESA.PDF:33:Elevated levels of sulphate and chloride were measured in all samples. The pH of the groundwater in wells R-2020-0318-FFM-Phase II ESA.PDF:33:majority of the samples showing a pH<8. Groundwater from monitoring well Prairie_AUK_BH102 screened R-2020-0318-FFM-Phase II ESA.PDF:33:Concentrations of TPH were measured in groundwater sampled from three monitoring wells: R-2020-0318-FFM-Phase II ESA.PDF:33:Low levels of VOC primarily alkyl benzene derivatives were identified in groundwater sampled from R-2020-0318-FFM-Phase II ESA.PDF:33: Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both R-2020-0318-FFM-Phase II ESA.PDF:33: relation to soil would be considered active. Given the likely depth to groundwater (approximately 2 to 3m R-2020-0318-FFM-Phase II ESA.PDF:33: bgl in natural deposits, <1m bgl in some Made Ground), direct contact pathways in relation to groundwater R-2020-0318-FFM-Phase II ESA.PDF:33: are not considered active for groundwater within the natural deposits but potentially active for perched water R-2020-0318-FFM-Phase II ESA.PDF:33: Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered R-2020-0318-FFM-Phase II ESA.PDF:34:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and R-2020-0318-FFM-Phase II ESA.PDF:34:considered groundwater receptors at the site. The Glacial Till and Glaciolacustrine Deposits which underly the R-2020-0318-FFM-Phase II ESA.PDF:37:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the R-2020-0318-FFM-Phase II ESA.PDF:37: B. Vapour inhalation of indoor and outdoor air from volatile contamination in shallow groundwater, R-2020-0318-FFM-Phase II ESA.PDF:40: Selection of Groundwater GAC R-2020-0318-FFM-Phase II ESA.PDF:40:in groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater. R-2020-0318-FFM-Phase II ESA.PDF:40: Groundwater Risk Assessment R-2020-0318-FFM-Phase II ESA.PDF:40:Concentrations of volatile contaminants in 12 groundwater samples were screened against the inhalation GAC R-2020-0318-FFM-Phase II ESA.PDF:40:health from inhaling volatile contaminants emanating from groundwater beneath the site (potential pollutant R-2020-0318-FFM-Phase II ESA.PDF:40:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2020-0318-FFM-Phase II ESA.PDF:40:in groundwater is not considered to be significant. R-2020-0318-FFM-Phase II ESA.PDF:41: Qualitative Risk Assessment for Substances in Groundwater Without GAC R-2020-0318-FFM-Phase II ESA.PDF:41:Many were not measured above MDL in groundwater. Based on a review of the MDLs, these are not R-2020-0318-FFM-Phase II ESA.PDF:41:hydrocarbon fuels. Both compounds were measured above MDL in one groundwater sample only, taken from R-2020-0318-FFM-Phase II ESA.PDF:41:BH109. The maximum concentration of TPH was identified in the same groundwater sample. On this basis it R-2020-0318-FFM-Phase II ESA.PDF:41:groundwater sampled from one location screening the Glaciolacustrine Deposits (BH101S). Given the R-2020-0318-FFM-Phase II ESA.PDF:43: 1) Leaching of CoC from Made Ground to groundwater in Tidal Flat Deposits R-2020-0318-FFM-Phase II ESA.PDF:43: 3) Horizontal Migration of contaminated groundwater to the on-site watercourse R-2020-0318-FFM-Phase II ESA.PDF:43: 4) Migration of CoC in groundwater onto site from off-site sources R-2020-0318-FFM-Phase II ESA.PDF:43: 5) Migration of CoC in groundwater off site. R-2020-0318-FFM-Phase II ESA.PDF:43:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been R-2020-0318-FFM-Phase II ESA.PDF:49: Groundwater R-2020-0318-FFM-Phase II ESA.PDF:49:Twelve groundwater samples were obtained from monitoring wells and three grab samples were collected R-2020-0318-FFM-Phase II ESA.PDF:52:It is noted that the groundwater pH in the Made Ground is alkaline (pH 12.5) and the pH of the groundwater is R-2020-0318-FFM-Phase II ESA.PDF:52: Qualitative Risk Assessment for Substances in Leachate/Groundwater R-2020-0318-FFM-Phase II ESA.PDF:52:any of the leachate or groundwater samples, where tested. As such, this compound is not considered to pose R-2020-0318-FFM-Phase II ESA.PDF:52:below MDL in the groundwater samples, these contaminants are not considered to represent a risk to water R-2020-0318-FFM-Phase II ESA.PDF:52:Four of the compounds, magnesium, sulphate, sulphur and chloride are present naturally in groundwater. R-2020-0318-FFM-Phase II ESA.PDF:53:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2020-0318-FFM-Phase II ESA.PDF:53:concentration of chromium also measured in groundwater sampled from this location. Given the distribution of R-2020-0318-FFM-Phase II ESA.PDF:53:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and R-2020-0318-FFM-Phase II ESA.PDF:56:including slag materials) and groundwater were assessed using GAC. Concentrations of arsenic and PAHs R-2020-0318-FFM-Phase II ESA.PDF:56:of human health in groundwater. R-2020-0318-FFM-Phase II ESA.PDF:56:Exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples and groundwater R-2020-0318-FFM-Phase II ESA.PDF:56:samples from the Made Ground, superficial deposits and the bedrock. Dissolved contaminants in groundwater R-2020-0318-FFM-Phase II ESA.PDF:56:into shallow groundwater from the slag deposits and hydrocarbon impacts on the site. R-2020-0318-FFM-Phase II ESA.PDF:56:measured in leachate and groundwater and the presence of NAPL and tar. R-2020-0318-FFM-Phase II ESA.PDF:65:Title: Prairie - Groundwater Identified in Trial Pits R-2020-0318-FFM-Phase II ESA.PDF:66: Title: Groundwater Elevations R-2020-0318-FFM-Phase II ESA.PDF:72: On-Site Groundwater Source R-2020-0318-FFM-Phase II ESA.PDF:72:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2020-0318-FFM-Phase II ESA.PDF:74: On-Site Groundwater Source R-2020-0318-FFM-Phase II ESA.PDF:74:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2020-0318-FFM-Phase II ESA.PDF:81: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:81: Groundwater seepage at 2.00m BGL. R-2020-0318-FFM-Phase II ESA.PDF:84: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:84: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:87: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:87: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:90: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:90: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:93: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:93: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:96: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:96: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:99: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:99: Groundwater seepage at 2.00m BGL. R-2020-0318-FFM-Phase II ESA.PDF:102: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:102: Groundwater seepage at 2.30m BGL. R-2020-0318-FFM-Phase II ESA.PDF:105: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:105: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:108: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:108: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:111: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:111: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:114: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:117:3.80 B10 Terminated at 3.80m BGL - due to concrete plinth and groundwater R-2020-0318-FFM-Phase II ESA.PDF:117: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:117: Groundwater seepage at 1.70m BGL. R-2020-0318-FFM-Phase II ESA.PDF:120: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:120: Groundwater seepage at 0.50m BGL. R-2020-0318-FFM-Phase II ESA.PDF:123: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:126: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:126: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:129: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:132: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:135: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:138: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:138: Groundwater seepage at 1.50m BGL. R-2020-0318-FFM-Phase II ESA.PDF:141: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:141: Groundwater seepage at 1.30m BGL R-2020-0318-FFM-Phase II ESA.PDF:144: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:144: Groundwater strike at 0.90m BGL. R-2020-0318-FFM-Phase II ESA.PDF:147: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:150: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:150: Groundwater strike at 0.60m BGL. R-2020-0318-FFM-Phase II ESA.PDF:153: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:153: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:156: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:156: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:158: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:158: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:161: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:161: Slight groundwater seepage (water perched on concrete base) at 2.70m BGL. R-2020-0318-FFM-Phase II ESA.PDF:164: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:167: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:167: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:170: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:173: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:173: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:176: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:176: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:179: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:179: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:182: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:182: Groundwater seepage at 1.90m BGL. R-2020-0318-FFM-Phase II ESA.PDF:185: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:185: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:188: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:188: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:191: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:191: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:194: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:197: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:197: Groundwater seepage at 0.30m BGL. R-2020-0318-FFM-Phase II ESA.PDF:200: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:200: Groundwater seepage at 0.50m BGL R-2020-0318-FFM-Phase II ESA.PDF:205: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:205: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:208: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:208: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:211: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:211: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:214: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:217: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:217: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:220: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:220: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:223: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:226: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:229: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:232: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:232: Groundwater seepage at 1.70m BGL. R-2020-0318-FFM-Phase II ESA.PDF:235: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:235: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:237: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:237: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:239: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:239: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:241: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:241: Groundwater seepage at 1.20m BGL. R-2020-0318-FFM-Phase II ESA.PDF:244: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:247: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:247: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:249: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:249: Slight groundwater seepage at 1.70m BGL. R-2020-0318-FFM-Phase II ESA.PDF:252: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:252: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:255: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:255: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:259: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:259: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:262: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:262: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:265: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:265: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:268: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:268: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:271: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:274: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:277: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:277: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:280: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:283: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:283: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:286: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:289: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:292: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:295: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:295: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:298: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:298: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:301: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:304: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:307: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:311: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:311: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:314: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:314: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:317: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:317: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:319: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:319: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:321: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:321: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:325: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:325: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:328: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:328: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:331: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:331: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:334: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:334: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:337: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:337: Groundwater seepage at 2.00m BGL (slight inflow). R-2020-0318-FFM-Phase II ESA.PDF:340: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:343: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:343: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:346: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:349: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:352: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:355: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:355: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:358: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:361: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:364: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:364: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:367: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:367: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:370: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:370: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:373: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:376: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:376: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:379: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:379: 2.50 due to groundwater filling up basement/cellar over time. R-2020-0318-FFM-Phase II ESA.PDF:382: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:384: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:387: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:390: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:390: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:393: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:396: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:399: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:399: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:404: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:408: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:408: Groundwater seepage at 1.80m BGL (heavy inflow). R-2020-0318-FFM-Phase II ESA.PDF:412: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:412: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:416: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:416: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:420: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:420: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:424: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:424: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:427: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:427: No groundwater encountered. R-2020-0318-FFM-Phase II ESA.PDF:431: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:435: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:439: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:439: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:445: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:445: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:449: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:449: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:454: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:459: PLAN GROUNDWATER R-2020-0318-FFM-Phase II ESA.PDF:459: No groundwater inflow observed. R-2020-0318-FFM-Phase II ESA.PDF:735:NVP Contaminant has low vapour phase in groundwater R-2020-0318-FFM-Phase II ESA.PDF:736:GQRA – Summary of Groundwater Screen R-2020-0318-FFM-Phase II ESA.PDF:737:Table G1: Groundwater GAC Protective of Human Health and Water Resources R-2020-0318-FFM-Phase II ESA.PDF:737:NVP Contaminant has low vapour phase in groundwater R-2020-0318-FFM-Phase II ESA.PDF:738:Table G2: Groundwater GAC Protective of Human Health and Water Resources R-2020-0318-FFM-Phase II ESA.PDF:738:NVP Contaminant has low vapour phase in groundwater R-2020-0318-FFM-officer report.pdf:10:Water Standards (DWS) have been detected in groundwater. R-2020-0318-FFM-officer report.pdf:10:Human health and groundwater. R-2020-0318-FFM-officer report.pdf:14:Drinking Water Standards (DWS) have been detected in groundwater. The R-2020-0318-FFM-officer report.pdf:14:considered warranted for both Human health and groundwater.’ As a result of R-2020-0318-FFM-ROA and Remediation Strategy.PDF:5: Groundwater Management ……………………………………………………………………………………… 28 R-2020-0318-FFM-ROA and Remediation Strategy.PDF:8:  Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros R-2020-0318-FFM-ROA and Remediation Strategy.PDF:8:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2020-0318-FFM-ROA and Remediation Strategy.PDF:10:Groundwater was noted within the Made Ground in approximately 50% of locations at depths between R-2020-0318-FFM-ROA and Remediation Strategy.PDF:10:0.3 and 3.5 mbgl; inflow rates ranged between low to heavy. The groundwater is considered to be R-2020-0318-FFM-ROA and Remediation Strategy.PDF:10:considered to represent a consistent groundwater body across the site. R-2020-0318-FFM-ROA and Remediation Strategy.PDF:10:Groundwater was identified in both the Superficial Deposits and bedrock, inferred groundwater flow is R-2020-0318-FFM-ROA and Remediation Strategy.PDF:10: Geology Aquifer Classification Groundwater flow R-2020-0318-FFM-ROA and Remediation Strategy.PDF:13:Made Ground and groundwater samples. A DQRA (Detailed Quantitative Risk Assessment) is in R-2020-0318-FFM-ROA and Remediation Strategy.PDF:13:remediation is required for the protection of groundwater resources. R-2020-0318-FFM-ROA and Remediation Strategy.PDF:14: due to changes in loading or groundwater regime; R-2020-0318-FFM-ROA and Remediation Strategy.PDF:14: groundwater movement; R-2020-0318-FFM-ROA and Remediation Strategy.PDF:17:Environment Agency (groundwater team) with respect to the remediation strategy. Planning permission R-2020-0318-FFM-ROA and Remediation Strategy.PDF:18:2.12.1.2 Groundwater R-2020-0318-FFM-ROA and Remediation Strategy.PDF:18:health in groundwater. R-2020-0318-FFM-ROA and Remediation Strategy.PDF:20: Manage perched and confined groundwater within the Made Ground encountered during R-2020-0318-FFM-ROA and Remediation Strategy.PDF:21: Geology/Hydrogeology e.g. Aquifer hydraulic conductivity, groundwater flow velocity, permeability, R-2020-0318-FFM-ROA and Remediation Strategy.PDF:27:  Groundwater management and treatment may be required where excavation of saturated Made R-2020-0318-FFM-ROA and Remediation Strategy.PDF:28:  Groundwater management and treatment may be required where excavation of saturated Made R-2020-0318-FFM-ROA and Remediation Strategy.PDF:28:  Excavation below the groundwater table may not be feasible / cost effective. R-2020-0318-FFM-ROA and Remediation Strategy.PDF:32:the Local Authority and the Environment Agency (groundwater team) with respect to the remediation R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34: Groundwater Management R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:Groundwater and accumulated water is anticipated to be encountered within excavations and R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:excavations. Recovered groundwater will be sampled and classified to allow appropriate disposal, R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:storage of groundwater or accumulated water shall be within storage vessels, which are to bunded and R-2020-0318-FFM-ROA and Remediation Strategy.PDF:35:7.3.6.1 Removal of NAPL on Groundwater R-2020-0318-FFM-ROA and Remediation Strategy.PDF:35:If NAPL is encountered on the groundwater during excavation works its recovery will be required prior R-2020-0318-FFM-ROA and Remediation Strategy.PDF:35:to groundwater discharge. Recovery will continue until no visible NAPL is observed or further recovery R-2020-0318-FFM-ROA and Remediation Strategy.PDF:35:extended to expose the groundwater table and identify if it is impacted by the above material and if R-2020-0318-FFM-ROA and Remediation Strategy.PDF:35:groundwater treatment is required. R-2020-0318-FFM-ROA and Remediation Strategy.PDF:36: groundwater as far as is reasonably groundwater or accumulated water as far R-2020-0318-FFM-ROA and Remediation Strategy.PDF:41:groundwater in the area of the proposed diversion and determine if measures to break the potential R-2020-0318-FFM-ROA and Remediation Strategy.PDF:43:  Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2020-0318-FFM-EA R_2020_0318_FFM 20 August 2020 OFFICIAL_.pdf:3:  locally reduced groundwater recharge; R-2020-0318-FFM-EA R_2020_0318_FFM 20 August 2020 OFFICIAL_.pdf:4:  Protecting and improving the groundwater that supports existing drinking R-2020-0318-FFM-EA R_2020_0318_FFM 20 August 2020 OFFICIAL_.pdf:4:  Groundwater within important aquifers for future supply of drinking water or R-2020-0318-FFM-EA R_2020_0318_FFM 20 August 2020 OFFICIAL_.pdf:4:surface waters and groundwaters. In doing so, this would promote remediation R-2020-0318-FFM-EA R_2020_0318_FFM 20 August 2020 OFFICIAL_.pdf:4:can be found on gov.uk and include Groundwater Protection, EA Approach to R-2020-0318-FFM-EA R_2020_0318_FFM 20 August 2020 OFFICIAL_.pdf:4:Groundwater Protection, Land Contamination Risk Management and the Guiding R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:5: *Transitional water body (Coastal) Groundwater R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:7: Drinking Water Groundwater Safeguard Zones (SgZ) 20 R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:10: • Progressively reduce the pollution of groundwater and prevent or limit the R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:12: Redcar Mudstone – groundwater body5. R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:13: *Transitional water body (Coastal) Groundwater R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:21: site is underlain by the Mercia Mudstone and Redcar Mudstone groundwater body. R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:21: Tees Mercia Mudstone and Redcar Mudstone – groundwater body R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:24: groundwater bodies will be assessed in the R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:24: scoping and assessment but a full groundwater R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:28: providing for the protection of surface water and groundwater or for the R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:29: Drinking Water Groundwater Safeguard Zones (SgZ) R-2021-0729-CD-INCA2021-59 HRA - South Bank reserved matters.pdf:6:Beck runs adjacent to the site but is currently culverted to the south. Any groundwater and R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement Annex 1 - EIA Screening Response.pdf:3: protect groundwater and any drainage system to surface water and/or local networks; R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement Annex 1 - EIA Screening Response.pdf:5:unacceptable risks to the underlying groundwater and wider environment. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:2: water and groundwater impacting the Site and surrounding area, the increase in surface water runoff R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:2: rates from the development, the potential for groundwater interruption and the increase in water R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:2: water and groundwater quality. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4: settling environmental objectives for groundwater and surface waters; and R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4: quantity and quality, groundwater quantity and quality, flood risk and wastewater drainage as a result R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4:9.9. The potential impact of the Proposed Development on any surface water or groundwater abstractions R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4: is scoped out of this assessment. This is due to the lack of active surface water and groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4: of effects encompasses surface water and groundwater quality and quantity, drainage and flood risk. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:5: km radius. This Envirocheck data provides data on surface water and groundwater abstractions, R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:5: baseline hydrogeology and groundwater (refer to Appendix 14.1.A in Volume 2 of the ES); R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:5: Groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:5: Groundwater Source Protection Zone (SPZ) Zone I R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:6: Groundwater Groundwater SPZs Zone II or III R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:6: Groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:6: Not located on groundwater SPZ R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:8:Groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:8: Designation: groundwater due to localised features such as R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9:9.24. A review of the four borehole records on site show groundwater strikes at depths of 0.7 and 3.3 mbgl R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9: mbgl which was underlain by alluvium deposits. Groundwater was generally encountered within the R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9:Groundwater Quality R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9: Mudstone & Redcar Mudstone’ groundwater body which has a current overall water body status of ‘poor’ R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9: (2019) and does not have a current objective. The Site does not lie within a groundwater Source R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9:Groundwater Resources R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9:9.30. When reviewing the Groundsure Report, there are no active groundwater abstractions located within a R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:10:9.35. The SFRA (2016) refers to groundwater flood risk mapping which identifies that the Site is located within R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:10: an area 50-75% susceptible to groundwater flooding. The FRA states that groundwater is anticipated to R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:10: of groundwater flooding at the Site is of medium risk. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:11: surface water and groundwater flood risk. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12: pathways within groundwater and soil. This assessment has considered the existing baseline with regard R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12: to surface water and groundwater quality and the predicted water quality status or objectives for future R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12: years as defined by the Environment Agency (EA) for the relevant river or groundwater catchment. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12:9.52. This assessment has also considered the existing baseline with regard to surface water and groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12: river and/or groundwater catchment. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12:9.53. The potential impact of the Proposed Development on any surface water or groundwater abstractions R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12: is scoped out of this assessment. This is due to the lack of active surface water and groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:13: • Potential interruption of groundwater flows, giving rise to an elevated risk of groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:13: • Potential surface water and/or groundwater contamination from general construction related R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:13: • Potential remobilisation of existing contamination to surface water and/or groundwater. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14:Potential interruption of groundwater flows, giving rise to an elevated risk of groundwater flooding R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: located within an area of that has a 50-75% susceptibility to groundwater flooding. The FRA states that R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: groundwater is anticipated to be several meters below the site, in hydraulic continuity with the River R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: Wood) identified four historical borehole records on site which show groundwater strikes at depths of R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: (refer to Appendix 14.1 of Volume 2) found that groundwater was generally encountered at 2.5 to 8.1 R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: below anticipated groundwater levels. The footprint of these foundations/piling would be relatively R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: small, and the volume of displaced groundwater would result in a rise in groundwater locally; however, R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: it is considered very unlikely that groundwater would emerge at the surface due to the low permeability R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14:9.65. Climate change could increase the risk of groundwater flooding as a result of increased precipitation R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: filtering into the groundwater body. If winter rainfall becomes more frequent and heavier, groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: from other sources since groundwater flow is not as confined. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: groundwater giving rise to groundwater flooding during the construction phase is considered to be R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15: groundwater (medium sensitivity receptor) and mitigation measures are required. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15: long-term risk of groundwater flooding affecting the development is considered to be low. However, R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15: groundwater monitoring should be completed before construction to confirm groundwater levels and R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15:Potential surface water and/or groundwater contamination from general construction related activities R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15: for surface water and/or groundwater to become contaminated with hydrocarbons, silt and other R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15:9.70. The Site is recorded to have a high groundwater table and it is anticipated that foundation/piling depths R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15: could potentially encounter and interrupt the groundwater. Therefore, there is the potential that R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15: contamination as a result of piling activities could migrate vertically and enter into the groundwater. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15: is considered to be Minor on both groundwater (medium sensitivity) and surface water (high sensitivity). R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15: is considered to be Minor to Moderate Adverse for groundwater and surface water. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17:9.81. The Site is within an area identified within the SFRA as at risk of groundwater flooding by 50-75%. As R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17: reported above, groundwater levels are expected to be high and therefore there is the potential for R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17: groundwater to be encountered during construction. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17:9.82. Given the potential risk of surface water and groundwater flooding during construction in relation to R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17:9.83. Depending on meteorological conditions and groundwater depths, excavations may require dewatering R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17:9.85. Groundwater monitoring should be completed before construction to confirm groundwater levels and R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17:Potential remobilisation of existing contamination to surface water and/or groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18:9.90. The groundwater table on site is high and the evidence from previous ground investigations around the R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: into groundwater and surface water is considered Minor. Prior to mitigation, the effect significance of R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: the remobilising of contaminants to surface and/or groundwater during construction-related activities R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: is considered to be Minor to Moderate Adverse for groundwater and surface water. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: • Potential contamination of local surface waters and/or groundwater from the routine Site R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:19:9.98. The Site is within an area identified within the SFRA as at risk of groundwater flooding by 50-75% and R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:19: groundwater levels are expected to be high. Climate change could increase the risk of groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:19: flooding as a result of increased precipitation filtering into the groundwater body. If winter rainfall R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:19: becomes more frequent and heavier, groundwater levels may increase. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:19:9.100. There is a risk of groundwater flooding however this is unlikely to be at surface levels given the small R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:19:9.101. As the site is located in an areas at risk of groundwater, the effect magnitude of flood risk during the R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:19: groundwater monitoring which will confirm groundwater levels and their proximity to the proposed R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:19: groundwater flooding during the operational phase. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20: groundwater levels and potentially contamination on site. R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20:Potential contamination of local surface waters and/or groundwater from the routine site drainage or R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20:9.109. The Proposed Development could have the potential to contaminate surface water and/or groundwater R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:21: potentially in contact with any potentially polluting materials will occur to groundwater, and provisions R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:23: Groundwater Medium High R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:24: pollution control measures to protect the underlying groundwater and/or local surface waters through R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:24: assessment due to the lack of active surface water and groundwater abstractions within a 2 km radius R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: groundwater Minor Minor Adverse Groundwater monitoring will be R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: (Groundwater) R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: from general (groundwater - Construction drainage system R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: groundwater - Groundwater monitoring to be R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: (groundwater out prior to construction R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: External flood Medium Groundwater monitoring to be R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: (groundwater - None required R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:2:14.2. This chapter includes an assessment of the potential contamination risks to groundwater, surface water R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:5: Unproductive strata. Groundwater not used for public water supply. R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:7: substantial widespread permanent reduction in quality of potable groundwater and/or R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:7: example, substantial short-term/moderate long-term reduction in quality of groundwater R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:7: example minor local reduction in groundwater and/or surface water quality, minor local R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:7: Beneficial example, minor local improvement in groundwater and/or surface water quality, minor R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:7: Beneficial Moderate improvement in groundwater and/or surface water quality, moderate R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:7: receptor. Substantial widespread improvement in quality of potable groundwater and/or R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:7: substantial widespread permanent reduction in quality of potable groundwater and/or R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:14: Tees Port Refinery Site by Shell Oil UK Limited in 1985 – 1987, Borehole Logs and Groundwater R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:16: the underlying groundwater is considered likely. R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:16: and yield limited amounts of groundwater through faults, fissure, openings or eroded layers. They R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:16:14.53. The Site is not located in a groundwater source protection zone (SPZ) and there are no groundwater R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:16:14.54. Groundwater levels encountered during ground investigation was generally within the Made Ground or R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:17:14.55. The Wood Group UK Limited report indicates that groundwater vulnerability for the site is classed as R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:17:14.56. Risk of groundwater flooding at the site is low. R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:19: • Groundwater MODERATE SENSITIVITY – The Site is located on a Secondary B Aquifer (bedrock). R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:19: groundwater. R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:23: • Pollution of controlled waters (including streams, lakes and groundwater) is being, or is likely to R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24: potential for widespread soil and groundwater contamination to be present and earthworks have the R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24: groundwater. Controls would be noted within a formal Construction Environmental Management Plan R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:25: groundwater is temporary, local, adverse and of minor significance. R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:26: any fuels or oils that have entered the system into the underlying groundwater. R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:27:14.99. At present, there is not enough information regarding geotechnical ground and groundwater conditions R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:27: aggressive to concrete and the tidal influence on the groundwater regime may gave an effect on buried R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:28: groundwater quality effects, this has been taken into account in the assessments. R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:29: groundwater monitoring to establish to groundwater regime at the site. R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:30:14.117. The groundwater regime will be established during ground investigation; however, it is likely that R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:30: groundwater will be present and potentially tidally influenced within the Made Ground and underlying R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:30: superficial deposits. During construction, dewatering of groundwater from excavations is possible. R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:30: of the groundwater is unsuitable for discharge to sewer, collection and off-site disposal to a suitably R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:30: consequently the likely residual effect on the quality of the groundwater as a result of the demolition R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:32:14.126. Further ground investigation to characterize the potential contamination and groundwater and ground R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:32: and will minimise further leaching/mobilisation of residual soil and groundwater contamination located R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:35:Affected by Contamination: Guidance on Pollution Prevention National Groundwater & Contaminated Land R-2023-0291-ESM-PD Teeside Heritage Statement 0323.pdf:20: 8.30mbgl. It was noted that groundwater was recorded at this depth. R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:3: groundwater resources (in terms of water quantity), drainage and flood risk. R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:4: groundwater will be minimised. R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:4: rivers or the sea. The Site is also not vulnerable to flooding from groundwater, sewers or reservoirs. R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:4: assessment due to the lack of active surface water and groundwater abstractions within a 2 km radius R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:7: minimise further leaching/mobilisation of residual soil and groundwater contamination located at depth R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:9: Negligible Groundwater monitoring will be undertaken prior to construction R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:9: Groundwater Flows R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:9: External Flood Risk Negligible Groundwater monitoring will be undertaken prior to construction, Dewatering of excavations R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:9: External Flood Risk Negligible Groundwater monitoring to be undertaken prior to construction R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:5:63 5.3 Groundwater vulnerability Identified (within 50m) R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:5:64 5.4 Groundwater vulnerability- soluble rock risk None (within 0m) R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:5:65 5.5 Groundwater vulnerability- local information None (within 0m) R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:5:66 5.6 Groundwater abstractions 0 0 0 0 0 R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:6:71 6.5 WFD Groundwater bodies 1 - - - - R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:6:Page Section Groundwater flooding R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:6:77 9.1 Groundwater flooding Low (within 50m) R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:61:Aquifer status of groundwater held within superficial geology. R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:63:Aquifer status of groundwater held within bedrock geology. R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:63: groundwater due to localised features such as fissures, thin permeablehorizons and R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:64: groundwater due to localised features such as fissures, thin permeablehorizons and R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:65: Groundwater vulnerability R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:65:5.3 Groundwater vulnerability R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:65:An assessment of the vulnerability of groundwater to a pollutant discharged at ground level based on the R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:65:hydrological, geological, hydrogeological and soil properties within a one kilometre square grid. Groundwater R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:65: High - Areas able to easily transmit pollution to groundwater. They are likely to be characterised by high R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:65:Features are displayed on the Groundwater vulnerability map on page 63 R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:66:5.4 Groundwater vulnerability- soluble rock risk R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:67:5.5 Groundwater vulnerability- local information R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:67:groundwater team through the Environment Agency National Customer Call Centre on 03798 506 506 or by R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:68: Groundwater abstraction licence (point) R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:68: Groundwater abstraction licence (area) R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:68: Groundwater abstraction licence (linear) R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:68:5.6 Groundwater abstractions R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:68:Licensed groundwater abstractions for sites extracting more than 20 cubic metres of water a day and includes R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:70:Source Protection Zones in the confined aquifer define the sensitivity around a deep groundwater abstraction R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:71: WFD Groundwater body boundaries R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:72:coastal waters and groundwater through river basin-level management planning. In terms of surface water, R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:73:6.5 WFD Groundwater bodies R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:73:Groundwater bodies are also covered by the Directive and the same regime of objectives and reporting R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:73:Explorer to find out more about each groundwater body listed. R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:74:Records of historic flooding from rivers, the sea, groundwater and surface water. Records began in 1946 when R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:79: 9 Groundwater flooding R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:79:9.1 Groundwater flooding R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:79:Groundwater flooding is caused by unusually high groundwater levels. It occurs when the water table rises R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:79:above the ground surface or within underground structures such as basements or cellars. Groundwater R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:79:Features are displayed on the Groundwater flooding map on page 77 R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:115:peat and may compress if loaded by overlying structures, or if the groundwater level changes, potentially R-2023-0291-ESM-ES Vol 2 Appendix 14.1 F. Geotechnical Risk Register.pdf:4: groundwater conditions. Existing geotechnical parameters to facilitate the safe and economic design of the R-2023-0291-ESM-ES Vol 2 Appendix 14.1 F. Geotechnical Risk Register.pdf:5: 7 Limited information on groundwater rest 4 5 20 Undertake ground investigation and post works monitoring to establish the R-2023-0291-ESM-ES Vol 2 Appendix 14.1 F. Geotechnical Risk Register.pdf:5: levels at the site. Shallow groundwater is groundwater depths in key locations. Appropriate design of temporary works to R-2023-0291-ESM-ES Vol 2 Appendix 14.1 F. Geotechnical Risk Register.pdf:5: flooding and instability. The site is possibly groundwater monitoring is recommended to establish whether groundwater levels R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:5:a Source Protection Zone (SPZ) and there are no groundwater abstractions within 1km of site. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:5:groundwater conditions, potential for expansive slag, the presence of obstructions and relic R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:5:foundations, groundwater at shallow depths and services. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:6:leaching of contamination from Made Ground into the underlying groundwater. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:6:contamination (including ground gas and vapour) and the geotechnical ground & groundwater R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:6:conditions. In addition, it is recommended that information on groundwater conditions is obtained R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:6:during post works monitoring to characterise the groundwater levels (including tidal influences) and R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:6:the groundwater quality. In addition, further investigation is also recommended to establish the R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:11: Logs and Groundwater Analyses, January 1993. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:12:establish the ground and groundwater conditions or to provide data for the assessment. Site R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:23:Groundwater strikes were recorded at depths between 0.70m and 3.30m bgl with standing levels R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:24:shown in Figure 4.1. No environmental soil or groundwater samples were obtained or analysed. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:25:Groundwater was encountered at depths between 3.10m and 7.00m bgl generally within the R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:25:of analysis is not provided the results indicate that samples of groundwater from boreholes 6, 8, 11 R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:26:Groundwater was recorded between 3.26m and 3.65mbgl two weeks after drilling works. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:26:Groundwater was encountered generally within Made Ground or the underlying alluvium at R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:26:between 2.5mbgl and 8.1mbgl. No groundwater sampling or analysis was undertaken. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:30:intrusion into the underlying groundwater is considered likely. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:30:of groundwater through faults, fissure, openings or eroded layers. They support water supplies at R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:30:there are no groundwater abstractions within 1km of the site. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:30:The groundwater vulnerablilty for the site is classed as High Vulnerability, meaning the area may R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:31:receptors in NHBC guidance document R&D 66 7 the sensitivity of the underlying groundwater has R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:31:The Groundsure report reveals that site is within an area where the risk of groundwater flooding R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:34:  There is limited information and data on the ground and groundwater conditions. The R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:34: is recommended to characterise the ground and groundwater conditions underlying R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:35: support and groundwater control may also be required where access is required. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:35:  There is limited groundwater monitoring information available for the site. Groundwater R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:35: groundwater regime should be determined during the ground investigation and a R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:35: within the site. The groundwater regime with respect to tidal influences should also be R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:35:  There is limited information on the ground and groundwater aggressivity with regard to R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:39: groundwater R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:39: Vertical migration of groundwater in the saturated zone R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:39: Onsite buildings and services Direct contact with soil and groundwater R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:39: Offsite buildings and services Direct contact with groundwater R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:41:Made Ground into the underlying groundwater. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:41:  Contamination and the potential for aggressive ground and groundwater conditions. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:42:  Groundwater may be present at shallow depths. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:42:(including ground gas and vapour) and the geotechnical ground & groundwater conditions. It is R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:42:recommended that information on groundwater conditions is obtained during post works monitoring R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:42:to characterise the groundwater levels (including tidal influences) and the groundwater quality. In R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:42:  Establish groundwater conditions (elevations and quality) including the influence of R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:42: tides on groundwater. R-2023-0291-ESM-Officer Letter_R20220675SCP.pdf:2: protect groundwater and any drainage system to surface water and/or local networks; R-2023-0291-ESM-Officer Letter_R20220675SCP.pdf:4:unacceptable risks to the underlying groundwater and wider environment. R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:8: • Collected groundwater and rainwater. R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:8: groundwater and rainwater system under controlled conditions if R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:11: • Waste waters from dewatering of excavations (groundwater and surface water runoff); and R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:4: Groundwater ……………………………………………………………………………………………………………………………… 19 R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:7:There is a moderate risk of groundwater flooding associated with the development due to the R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:7:potential for encountering shallow groundwater at deep foundations and sub-surface structures. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:7:Groundwater levels will be determined prior to the works, and design will take into consideration of R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:7:shallow groundwater. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:15:aquifers are mainly lower permeability layers that may store and yield limited amounts of groundwater R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:15:and clayey soils of coastal flats with naturally high groundwater. Shallow groundwater is likely to be in R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:16: groundwater sources; R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:20: Groundwater R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:20:B aquifer). Groundwater is anticipated to be several metres below the site, in hydraulic continuity with R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:20:There is considered to be a low risk of groundwater flooding currently on site. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:20:working to intercept groundwater, therefore the risk of groundwater flooding is considered moderate. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:20:Groundwater levels shall be determined prior to the works. All below ground elements should be R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:20:designed to take into account shallow groundwater and mitigate potential risks posed. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:22:The site is considered to be at low risk of fluvial, tidal, groundwater, pluvial, artificial, sewer and breach R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:23: Groundwater Moderate Low Moderate Determination of groundwater levels at R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:23: mitigate impacts of shallow groundwater. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:27:to potential low infiltration capacity, high groundwater levels and contamination at the site. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:28:There is a moderate risk of groundwater flooding associated with the development due to the R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:28:potential for encountering shallow groundwater at deep foundations and sub-surface structures. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:28:Groundwater levels will be determined prior to the works, and design will take into consideration of R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:28:shallow groundwater. R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:30: Gov.uk 2022 Protect groundwater and prevent groundwater pollution R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:30: https://www.gov.uk/government/publications/protect-groundwater-and-prevent- R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:30: groundwater-pollution/protect-groundwater-and-prevent-groundwater-pollution R-2023-0291-ESM-ES Vol 2 Appendix 14.1 E. PRA Methodology.pdf:3: non-classified groundwater). Damage to buildings, structures and services (e.g. damage rendering a building R-2023-0291-ESM-CON LAND 0291.pdf:1:works will be undertaken which will include establishment of the groundwater R-2023-0291-ESM-CON LAND 0291.pdf:1:regime, which may include additional long-term groundwater monitoring to establish R-2023-0291-ESM-CON LAND 0291.pdf:1:to groundwater regime at the site. A Foundation Works Risk Assessment (FWRA) R-2023-0291-ESM-CON LAND 0291.pdf:2:contamination and groundwater and ground gas regime beneath the site is required R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:33: system is in line with the EA’s Groundwater Protection Policy (GP3) and the Water Framework Directive R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:33:2.24. The EA have defined Groundwater Source Protection Zones (SPZs) for 2,000 groundwater sources such R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:34: discharge from the protected groundwater source. R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:34: England and Wales and assess the impact of human activity on the water bodies (including groundwater) R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:34:2.31. According to the database, there is no active groundwater abstraction license within 2km of the site. R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:34:2.35. The Site is located in an area at low risk of flooding from groundwater sources. R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:53: receptors such as groundwater. R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:13: water and groundwater impacting the Site and surrounding area, the increase in surface water runoff R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:13: rates from the development, the potential for groundwater interruption and the increase in water R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:13: due to the lack of active surface water and groundwater abstractions within a 2 km radius of the Site. R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:20: groundwater as well as ground gas regimes beneath the site. R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:20: will minimise further leaching/mobilisation of residual soil and groundwater contamination located at R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: Made Ground and groundwater within selected R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: (including River Tees groundwater and unnamed drains it is possible for mostly buildings and hardstanding R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: and Mercia groundwater in Made Ground is likely where a drainage system will R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: services and groundwater Made Ground and groundwater has the Made Ground and groundwater R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: services groundwater Groundwater migrating offsite has the Low Groundwater migrating offsite has Low R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: the oil loading sulphate and inhalation of soil, soil phase hydrocarbons in groundwater on mostly buildings, hardstanding, R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:4: Made Ground and groundwater within selected R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: soil dusts. Made Ground and groundwater within gravel cover or soft landscaped R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: (including River Tees groundwater hydrocarbons in shallow groundwater. mostly buildings and hardstanding R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: contaminants to leach into groundwater infiltration and leaching. R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: (including River Tees groundwater non-reactive compounds that easily mostly buildings and hardstanding R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: uncertainty around therefore migration in groundwater for infiltration and leaching. R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: groundwater is likely. R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: (including River Tees groundwater and unnamed drains it is possible for mostly buildings and hardstanding R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: SSSI and SPA) contaminants to leach into groundwater where a drainage system will R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: (including River Tees groundwater throughout its history and is unlikely to mostly buildings and hardstanding R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: TPH, VOCs and dusts pathway is via direct contact with groundwater is considered R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: SVOCs). PCBs. groundwater that has migrated onsite. unlikely. R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: groundwater contamination. selected R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: and Mercia groundwater contamination. of groundwater contamination. R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: services and groundwater The BOC works is upgradient of the Made Ground and groundwater R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: groundwater contamination. to concrete. Further investigation R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: (PAH, TPH, VOCs with groundwater that has migrated R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: a potential source of groundwater selected R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: and Mercia a potential source of groundwater potential source of groundwater R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: services and groundwater The Kimera chemical works are Made Ground and groundwater R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: a potential source of groundwater to concrete. Further investigation R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: including slag Organics (PAH, inhalation of soil, soil contact with groundwater that has use direct contact is considered R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: groundwater contamination. selected R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: and Mercia groundwater contamination. proposed development will be R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: services and groundwater Both sources are potentially upgradient Further investigation will be R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: groundwater contamination. material selected during R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: Organics (PAH, inhalation of soil, soil contact with groundwater that has use direct contact is considered R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: (Tidal Flat Deposits the site of groundwater contamination. R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: services and groundwater The source is potentially upgradient of Further investigation will be R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:17:Any groundwater recovered from excavations will be pumped and shall be treated in order to make R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:23: unmade ground where it could pollute groundwater; R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:23: unmade ground where it could pollute groundwater; R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:23: groundwater environment); R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:15:  Any potentially contaminated groundwater will be subject to treatment and R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:34:• Any groundwater recovered from excavations will be treated as required and R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:70:• Any groundwater recovered from excavations will be treated as required and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:5: Groundwater Management ……………………………………………………………………………………… 21 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:9:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:13:the potential for horizontal and vertical migration of groundwater within more permeable horizons of the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:13:the site, with a groundwater flow direction towards the north-east inferred from site data. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:13: Geology Aquifer Classification Groundwater flow R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:15: due to changes in loading or groundwater regime; R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:16:the saturated zone and considered better assessed by groundwater GAC as, for a risk to occur, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:16:partitioning into groundwater is required. The concentrations of naphthalene and benzene measured in R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:16:groundwater from SBA_AUK_BH110 were below the Human Health GAC and as such do not pose a R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:16:required. The groundwater concentrations in 2AB01 are not considered appropriate to assess against R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:17:SBA_AUK_BH110_SO_0720 and 2AB01 are considered to represent the same groundwater source. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:20:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:22: Manage perched and confined groundwater within the Made Ground encountered during R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27: Groundwater Management R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:Groundwater and accumulated water are anticipated to be encountered within excavations and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:4.3.7.1 Removal of NAPL on Groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:to expose the groundwater table and identify if it is impacted by the above material and if groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:29: groundwater as far as is reasonably groundwater or accumulated water as far R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:35: Recovered groundwater / treated groundwater is suitable for off-site disposal, re-infiltration or R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: Groundwater beneath the site was measured resting within the Made Ground, with a flow R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5:  Groundwater source in the vicinity of SBC_AUK_BH110 – considered to R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: Diffuse groundwater contaminants found throughout the site associated with Made Ground R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: Groundwater contaminants associated with SBCO include metals, hydrocarbons (including 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:5: Pathways  Migration in groundwater through the Made Ground towards the surface water R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: Groundwater was not assessed as a receptor at significant risk based the industrial history R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: of the site and its surroundings, the brackish nature of the groundwater due to proximity to R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: Receptors the estuary and the low potential for groundwater abstraction for potable water in the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: The Groundwater Source was modelled in the SBA DQRA (Arcadis, 2021d), which R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: concluded that measured concentrations from the modelled Groundwater Source did not R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: groundwater monitoring has been undertaken, the findings of the SBA DQRA were R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: present in future, potentially reducing the flow of groundwater from the site towards the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: Groundwater was identified resting within the base of the Made Ground. Due to the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: 1. Measured concentrations of contaminants in groundwater representing those with R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: concentrations of contaminants from the 67 groundwater monitoring wells sampled from R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: to provide the best representation of groundwater potentially entering the River Tees due R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: upper granular portions of the Tidal Flat Deposits. As such, the groundwater quality data R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: exceeded the EQS in groundwater in both the sentinel wells and from the wider site. This R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: calculation of groundwater-surface water SSAC. This assessment indicated that a limited R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: on down gradient groundwater quality and the River Tees was considered to be limited. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: undertaken in this DQRA, the Groundwater Source in the area of SBA_AUK_BH110 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:9:Table 3 – Comparison of Measured Groundwater Concentrations with EQS and SSAC R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:11:the measured concentration of CoC in groundwater. This should in turn inform any remedial strategy that may 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:  Installation of 15 groundwater monitoring wells (six dual installations); R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:  Groundwater monitoring and sampling (4no. rounds) as well as aquifer permeability testing and tidal R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:  Groundwater monitoring and sampling (1no. round) of 13 quayside wells; and, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:  Installation of 18 groundwater monitoring wells (including nine dual installations); R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:  Groundwater monitoring and sampling (3no. rounds) from 17 wells installed; R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:  Groundwater monitoring and sampling (1no. round) of 4 quayside wells; and, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:  Installation of 25 groundwater monitoring wells (including nine dual installations); R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:  Groundwater monitoring and sampling (3no. round) from 23 wells installed; and, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:  Installation of 17 groundwater monitoring wells; and, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:  Groundwater and surface water monitoring and sampling (2no. rounds). R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:13:monitoring wells where groundwater sampling was undertaken. In total, 67 wells were monitored. These relate R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:16:The groundwater underlying the site was found to be consistently resting within the Made Ground, generally R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:16:migration of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:16:The underlying bedrock is considered the most sensitive aquifer system at the site, with a groundwater flow R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:16:Assessment of the groundwater level data indicates that the water level in wells screening the bedrock aquifer R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:groundwater is not confined and may be in hydraulic continuity with groundwater within the groundwater within R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:Groundwater flow was inferred to be toward the north or north-east within both the Made Ground and Tidal R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:barrier between the site and River Tees, indicates that the groundwater migration pathway to the River and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:protection of human health in groundwater. Non aqueous phase liquid (NAPL) and tar were identified primarily R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:groundwater were recorded on site, primarily relating to those wells screening the Made Ground and the Tidal R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18:groundwater monitoring visits. This, along with other CoC, could not be fully delineated as part of the initial R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18:2021a, 2021b & 2021c reports within the groundwater in the wells running along the northern site boundary. 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:  Groundwater Source in the vicinity of SBA_AUK_BH110 – considered to represent contamination R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18:  Groundwater Source: Lateral migration of potentially impacted groundwater within Made Ground R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:surroundings, as well as the brackish nature of the groundwater due to proximity to the estuary, groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:groundwater using site-specific information, where available. Dilution with the River Tees was also calculated R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19: Groundwater Source only) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:  Prior to the River Tees (at sentinel wells and 360m down gradient from the Groundwater Source); and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:50m Compliance Point (Groundwater Source only) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:The 50m compliance point was modelled for the groundwater source as a first stage of assessment in line R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:Groundwater Source) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:From the Groundwater Source, cyanide, naphthalene and benzene were the only CoC compounds to exceed R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:in modelling cyanide, the risk presented by these CoC within the groundwater source was considered to be R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:Measured concentrations of a number of CoC in groundwater in sentinel wells exceeded EQS including TPH, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:amount of groundwater discharge from the site into the River Tees. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:None of the measured concentrations of CoC in the on-site Groundwater Source wells or the sentinel wells R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:Groundwater Source area, from where the highest measured groundwater concentrations of CoC were R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:steady state equilibrium with groundwater (in relation to the groundwater source). A timeframe assessment for R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:the Groundwater Source predicted that measured concentrations may increase by around an order of 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:21:to the absence of hardstanding on the site and active process of infiltration from rainwater. Groundwater is R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21:The River Tees is present approximately 20m to the north of the site boundary and groundwater migration R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21:brackish nature of the water, it is considered unlikely that groundwater would be abstracted for drinking R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21:A NAPL source within the groundwater has been recorded in SBA_AUK_BH110 towards the southern R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21:The groundwater source identified in the vicinity of SBA_AUK_BH110 is considered to form a potentially R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:22:represent a significant risk to water resources based on measured groundwater concentrations. As such, the 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:22:  Migration in groundwater through the Made Ground towards the surface water receptor (River Tees). R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:23:the highest concentrations of CoC in groundwater and NAPL measured in SBA. The SBCO is shown on R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:23:groundwater from the facility operation and associated tanks and Infrastructure. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:23:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:potential to affect groundwater quality include metals, hydrocarbons, PAH, inorganics including cyanide, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:Given the north/north-easterly groundwater flow direction, the wharf and pumphouse identified to the north of R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:the site are unlikely to affect groundwater quality beneath the site. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:contaminants with the potential to affect groundwater quality include metals, TPH, PAH, VOC and SVOC. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:groundwater wells as Figures 3a-3af. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:The groundwater underlying the site was generally found to be resting within the Made Ground, with the Made 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:26:represented by groundwater and discussed in Section 4.2.3.3. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:26:4.2.3.3 Groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:26:groundwater monitoring well locations (98 out of 203 samples) reported in Arcadis, 2021a, 2021b, 2021c and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:26:The occurrence of the majority of the measured TPH groundwater concentrations in wells screening the Made R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:27:Benzene was measured above the MDL in 13 of the 52 monitored groundwater well locations analysed for R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:27:Metals were measured above the laboratory MDL in all 52 groundwater monitoring well locations sampled to R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:28:Ammoniacal nitrogen was measured above the MDL in all 52 groundwater monitoring wells sampled to date. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:28:groundwater plume originating from a localised source. Further higher concentrations were measured in the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:related to groundwater discharges from the site. 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 groundwater, a more distinct plume is evident in the vicinity of the SBCO area and southern SBA boundary, 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:BH110 also had a measured thickness of DNAPL on two of the three groundwater monitoring visits R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:into groundwater is likely to have occurred already. Based on this, groundwater is considered to provide the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:those from across the remainder of the site. This is with the exception of groundwater in the area of R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:SBA_AUK_ BH110 associated with the Groundwater Source, where contaminants (including hydrocarbons, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:  Groundwater Source in the vicinity of SBA_AUK_BH110 – considered to represent impacts R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:The Groundwater Source was modelled in the SBA DQRA (Arcadis, 2021d), which concluded that measured R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:concentrations of CoC from the modelled Groundwater Source do not represent a significant risk to the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:understanding of this area, and no additional groundwater monitoring has been undertaken, the findings of the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:reducing the flow of groundwater). The Made Ground source has therefore been conceptualised as the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:Groundwater within the Tidal Flat Deposits and the Mercia Mudstone are designated as a Secondary A and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:Groundwater was not assessed as a receptor at significant risk based the industrial history of the site and its R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:surroundings, the brackish nature of the groundwater due to proximity to the estuary and the low potential for R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:groundwater abstraction for potable water in the future. The resource potential for the underlying aquifers is R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:31:groundwater depth (maximum 4cm) within the natural deposits, including locations tested within the vicinity of R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32: 1. Measured concentrations of contaminants in groundwater representing those with potential to enter R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:4.2.6) from the 67 groundwater monitoring wells sampled from 52 locations from across the site were R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:“sentinel wells” and are considered to provide the best representation of groundwater potentially entering the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:upper granular portions of the Tidal Flat Deposits. As such, the groundwater quality data specifically from the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:(Arcadis, 2021d) in relation to the Groundwater Source. This concluded that, whilst the timeframe assessment R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:for the groundwater source indicated that steady state may not yet have been reached, any increase in R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:33:Comparison with the saline EQS has been undertaken for measured concentrations from the 67 groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:33:groundwater into surface water and the flow rate of the surface water. Surface water rates have been based R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:34:The rate of groundwater flow into the river is estimated using the following algorithm, based on Darcy’s Law: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:34:Qgw = Groundwater rate of discharge into surface water (m3/day) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:34:A = Area of impacted groundwater entering river (m2) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:34:Qgw = Groundwater rate of discharge into surface water (m3/day) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:35:potentially associated with the Groundwater source modelled in the SBA DQRA. Where more than one round R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:38:Only ammoniacal nitrogen, thiocyanate and benzo(a)pyrene in groundwater exceed the SSAC in the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:39:with historical land uses. These include the SBCO and the HFO tanks. Ammoniacal nitrogen groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:39:localised in the SBB area and may be associated with historical land uses. Thiocyanate groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:40:groundwater in both the sentinel wells and from the wider site. This represents a point of compliance R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:41:SBC_AUK_BH114. SBA_AUK_BH105 and SBA_AUK_BH110 were included in the modelled groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:41:influence of concentrations associated with these wells on down gradient groundwater quality and the River R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:43:this DQRA, the Groundwater Source in the area of SBA_AUK_BH110 (interpreted to be associated with the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:44:Environment Agency, 2017. Groundwater Protection – Land contamination groundwater compliance points: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:58: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:59: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:60: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:61: ! SBC_AUK_BH104 IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:62: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:63: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:64: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:65: ! SBC_AUK_BH104 IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:66: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:67: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:68: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:69: SBC_AUK_BH102 CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:70: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:71: ! CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:72: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:73: ! IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:74: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:75: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:76: AS N CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:77: AS N CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:78: ! CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:79: SBC_AUK_BH103 CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:80: AQUIFER MIGRATION OF GROUNDWATER IS ANTICIPATED TO R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:80: SLAG MADE GROUND NAPL GROUNDWATER FLOW DIRECTION R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:82: * Includes contaminants of concern measured above the laboratory method detection limit during groundwater monitoring undertaken between October 2020 and June 2021 across the South Bank Redcar site R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:83: * Includes contaminants of concern measured above the laboratory method detection limit during groundwater monitoring undertaken between October 2020 and June 2021 across the South Bank Redcar site R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:85:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:86:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:87:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:88:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:89:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:90:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:91:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:92:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:93:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:94:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:95:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:97:advise the Client or any other party of such changes or (soil, groundwater, building fabric or other samples) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100: Level 3 Groundwater SSAC (ug/l) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100: Groundwater was typically encountered resting in the bottom half of the Slag Made Ground beneath R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100: Redcar South Bank during groundwater monitoring undertaken between October 2020 and June 2021. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100: groundwater was resting either within the base of the Slag Made Ground or underlying natural deposits). R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100:Groundwater 10000 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:100: 8000 Groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:102:Width of groundwater source (m) 5,000 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:102:Depth of groundwater source (m) 1.20 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:102:Calculated groundwater flow rate (m3/day) 96 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:104:and/or groundwater. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: Groundwater beneath the site was measured resting within the Made Ground, with a flow R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5:  Groundwater source in the vicinity of SBC_AUK_BH110 – considered to R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: Diffuse groundwater contaminants found throughout the site associated with Made Ground R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: Groundwater contaminants associated with SBCO include metals, hydrocarbons (including 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:5: Pathways  Migration in groundwater through the Made Ground towards the surface water R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: Groundwater was not assessed as a receptor at significant risk based the industrial history R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: of the site and its surroundings, the brackish nature of the groundwater due to proximity to R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: Receptors the estuary and the low potential for groundwater abstraction for potable water in the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: The Groundwater Source was modelled in the SBA DQRA (Arcadis, 2021d), which R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: concluded that measured concentrations from the modelled Groundwater Source did not R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: groundwater monitoring has been undertaken, the findings of the SBA DQRA were R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: present in future, potentially reducing the flow of groundwater from the site towards the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: Groundwater was identified resting within the base of the Made Ground. Due to the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: 1. Measured concentrations of contaminants in groundwater representing those with R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: concentrations of contaminants from the 67 groundwater monitoring wells sampled from R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: to provide the best representation of groundwater potentially entering the River Tees due R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: upper granular portions of the Tidal Flat Deposits. As such, the groundwater quality data R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: exceeded the EQS in groundwater in both the sentinel wells and from the wider site. This R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: calculation of groundwater-surface water SSAC. This assessment indicated that a limited R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: on down gradient groundwater quality and the River Tees was considered to be limited. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: undertaken in this DQRA, the Groundwater Source in the area of SBA_AUK_BH110 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:9:Table 3 – Comparison of Measured Groundwater Concentrations with EQS and SSAC R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:11:the measured concentration of CoC in groundwater. This should in turn inform any remedial strategy that may 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:  Installation of 15 groundwater monitoring wells (six dual installations); R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:  Groundwater monitoring and sampling (4no. rounds) as well as aquifer permeability testing and tidal R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:  Groundwater monitoring and sampling (1no. round) of 13 quayside wells; and, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:  Installation of 18 groundwater monitoring wells (including nine dual installations); R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:  Groundwater monitoring and sampling (3no. rounds) from 17 wells installed; R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:  Groundwater monitoring and sampling (1no. round) of 4 quayside wells; and, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:  Installation of 25 groundwater monitoring wells (including nine dual installations); R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:  Groundwater monitoring and sampling (3no. round) from 23 wells installed; and, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:  Installation of 17 groundwater monitoring wells; and, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:  Groundwater and surface water monitoring and sampling (2no. rounds). R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:13:monitoring wells where groundwater sampling was undertaken. In total, 67 wells were monitored. These relate R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16:The groundwater underlying the site was found to be consistently resting within the Made Ground, generally R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16:migration of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16:The underlying bedrock is considered the most sensitive aquifer system at the site, with a groundwater flow R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16:Assessment of the groundwater level data indicates that the water level in wells screening the bedrock aquifer R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:groundwater is not confined and may be in hydraulic continuity with groundwater within the groundwater within R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:Groundwater flow was inferred to be toward the north or north-east within both the Made Ground and Tidal R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:barrier between the site and River Tees, indicates that the groundwater migration pathway to the River and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:protection of human health in groundwater. Non aqueous phase liquid (NAPL) and tar were identified primarily R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:groundwater were recorded on site, primarily relating to those wells screening the Made Ground and the Tidal R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18:groundwater monitoring visits. This, along with other CoC, could not be fully delineated as part of the initial R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18:2021a, 2021b & 2021c reports within the groundwater in the wells running along the northern site boundary. 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:  Groundwater Source in the vicinity of SBA_AUK_BH110 – considered to represent contamination R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18:  Groundwater Source: Lateral migration of potentially impacted groundwater within Made Ground R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:surroundings, as well as the brackish nature of the groundwater due to proximity to the estuary, groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:groundwater using site-specific information, where available. Dilution with the River Tees was also calculated R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19: Groundwater Source only) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:  Prior to the River Tees (at sentinel wells and 360m down gradient from the Groundwater Source); and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:50m Compliance Point (Groundwater Source only) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:The 50m compliance point was modelled for the groundwater source as a first stage of assessment in line R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:Groundwater Source) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:From the Groundwater Source, cyanide, naphthalene and benzene were the only CoC compounds to exceed R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:in modelling cyanide, the risk presented by these CoC within the groundwater source was considered to be R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:Measured concentrations of a number of CoC in groundwater in sentinel wells exceeded EQS including TPH, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:amount of groundwater discharge from the site into the River Tees. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:None of the measured concentrations of CoC in the on-site Groundwater Source wells or the sentinel wells R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:Groundwater Source area, from where the highest measured groundwater concentrations of CoC were R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:steady state equilibrium with groundwater (in relation to the groundwater source). A timeframe assessment for R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:the Groundwater Source predicted that measured concentrations may increase by around an order of 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:21:to the absence of hardstanding on the site and active process of infiltration from rainwater. Groundwater is R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21:The River Tees is present approximately 20m to the north of the site boundary and groundwater migration R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21:brackish nature of the water, it is considered unlikely that groundwater would be abstracted for drinking R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21:A NAPL source within the groundwater has been recorded in SBA_AUK_BH110 towards the southern R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21:The groundwater source identified in the vicinity of SBA_AUK_BH110 is considered to form a potentially R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:22:represent a significant risk to water resources based on measured groundwater concentrations. As such, the 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:22:  Migration in groundwater through the Made Ground towards the surface water receptor (River Tees). R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:23:the highest concentrations of CoC in groundwater and NAPL measured in SBA. The SBCO is shown on R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:23:groundwater from the facility operation and associated tanks and Infrastructure. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:23:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:potential to affect groundwater quality include metals, hydrocarbons, PAH, inorganics including cyanide, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:Given the north/north-easterly groundwater flow direction, the wharf and pumphouse identified to the north of R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:the site are unlikely to affect groundwater quality beneath the site. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:contaminants with the potential to affect groundwater quality include metals, TPH, PAH, VOC and SVOC. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:groundwater wells as Figures 3a-3af. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:The groundwater underlying the site was generally found to be resting within the Made Ground, with the Made 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:26:represented by groundwater and discussed in Section 4.2.3.3. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:26:4.2.3.3 Groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:26:groundwater monitoring well locations (98 out of 203 samples) reported in Arcadis, 2021a, 2021b, 2021c and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:26:The occurrence of the majority of the measured TPH groundwater concentrations in wells screening the Made R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:27:Benzene was measured above the MDL in 13 of the 52 monitored groundwater well locations analysed for R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:27:Metals were measured above the laboratory MDL in all 52 groundwater monitoring well locations sampled to R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:28:Ammoniacal nitrogen was measured above the MDL in all 52 groundwater monitoring wells sampled to date. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:28:groundwater plume originating from a localised source. Further higher concentrations were measured in the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:related to groundwater discharges from the site. 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 groundwater, a more distinct plume is evident in the vicinity of the SBCO area and southern SBA boundary, 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:BH110 also had a measured thickness of DNAPL on two of the three groundwater monitoring visits R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:into groundwater is likely to have occurred already. Based on this, groundwater is considered to provide the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:those from across the remainder of the site. This is with the exception of groundwater in the area of R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:SBA_AUK_ BH110 associated with the Groundwater Source, where contaminants (including hydrocarbons, R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:  Groundwater Source in the vicinity of SBA_AUK_BH110 – considered to represent impacts R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:The Groundwater Source was modelled in the SBA DQRA (Arcadis, 2021d), which concluded that measured R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:concentrations of CoC from the modelled Groundwater Source do not represent a significant risk to the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:understanding of this area, and no additional groundwater monitoring has been undertaken, the findings of the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:reducing the flow of groundwater). The Made Ground source has therefore been conceptualised as the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:Groundwater within the Tidal Flat Deposits and the Mercia Mudstone are designated as a Secondary A and R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:Groundwater was not assessed as a receptor at significant risk based the industrial history of the site and its R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:surroundings, the brackish nature of the groundwater due to proximity to the estuary and the low potential for R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:groundwater abstraction for potable water in the future. The resource potential for the underlying aquifers is R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:31:groundwater depth (maximum 4cm) within the natural deposits, including locations tested within the vicinity of R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32: 1. Measured concentrations of contaminants in groundwater representing those with potential to enter R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:4.2.6) from the 67 groundwater monitoring wells sampled from 52 locations from across the site were R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:“sentinel wells” and are considered to provide the best representation of groundwater potentially entering the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:upper granular portions of the Tidal Flat Deposits. As such, the groundwater quality data specifically from the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:(Arcadis, 2021d) in relation to the Groundwater Source. This concluded that, whilst the timeframe assessment R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:for the groundwater source indicated that steady state may not yet have been reached, any increase in R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:33:Comparison with the saline EQS has been undertaken for measured concentrations from the 67 groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:33:groundwater into surface water and the flow rate of the surface water. Surface water rates have been based R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:34:The rate of groundwater flow into the river is estimated using the following algorithm, based on Darcy’s Law: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:34:Qgw = Groundwater rate of discharge into surface water (m3/day) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:34:A = Area of impacted groundwater entering river (m2) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:34:Qgw = Groundwater rate of discharge into surface water (m3/day) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:35:potentially associated with the Groundwater source modelled in the SBA DQRA. Where more than one round R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:38:Only ammoniacal nitrogen, thiocyanate and benzo(a)pyrene in groundwater exceed the SSAC in the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:39:with historical land uses. These include the SBCO and the HFO tanks. Ammoniacal nitrogen groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:39:localised in the SBB area and may be associated with historical land uses. Thiocyanate groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:40:groundwater in both the sentinel wells and from the wider site. This represents a point of compliance R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:41:SBC_AUK_BH114. SBA_AUK_BH105 and SBA_AUK_BH110 were included in the modelled groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:41:influence of concentrations associated with these wells on down gradient groundwater quality and the River R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:43:this DQRA, the Groundwater Source in the area of SBA_AUK_BH110 (interpreted to be associated with the R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:44:Environment Agency, 2017. Groundwater Protection – Land contamination groundwater compliance points: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:58: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:59: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:60: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:61: ! SBC_AUK_BH104 IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:62: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:63: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:64: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:65: ! SBC_AUK_BH104 IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:66: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:67: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:68: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:69: SBC_AUK_BH102 CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:70: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:71: ! CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:72: IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:73: ! IN GROUNDWATER: WELLS SCREENING R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:74: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:75: CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:76: AS N CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:77: AS N CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:78: ! CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:79: SBC_AUK_BH103 CONCENTRATIONS IN GROUNDWATER: R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:80: AQUIFER MIGRATION OF GROUNDWATER IS ANTICIPATED TO R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:80: SLAG MADE GROUND NAPL GROUNDWATER FLOW DIRECTION R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:82: * Includes contaminants of concern measured above the laboratory method detection limit during groundwater monitoring undertaken between October 2020 and June 2021 across the South Bank Redcar site R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:83: * Includes contaminants of concern measured above the laboratory method detection limit during groundwater monitoring undertaken between October 2020 and June 2021 across the South Bank Redcar site R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:85:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:86:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:87:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:88:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:89:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:90:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:91:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:92:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:93:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:94:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:95:Table 3: Comparison of Measured Groundwater Concentrations with EQS R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:97:advise the Client or any other party of such changes or (soil, groundwater, building fabric or other samples) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100: Level 3 Groundwater SSAC (ug/l) R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100: Groundwater was typically encountered resting in the bottom half of the Slag Made Ground beneath R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100: Redcar South Bank during groundwater monitoring undertaken between October 2020 and June 2021. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100: groundwater was resting either within the base of the Slag Made Ground or underlying natural deposits). R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100:Groundwater 10000 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:100: 8000 Groundwater R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:102:Width of groundwater source (m) 5,000 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:102:Depth of groundwater source (m) 1.20 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:102:Calculated groundwater flow rate (m3/day) 96 R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:104:and/or groundwater. R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 2).pdf:2: On-Site Groundwater Source Incidental Ingestion R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 2).pdf:2: Off-Site Groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:2: On-Site Groundwater Source R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:2:shop Off-Site Groundwater Incidental Ingestion R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:3: On-Site Groundwater Source R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:3:shop Off-Site Groundwater Incidental Ingestion R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:8: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:9: Groundwater Observation Made at the Time of Site Works 4 R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:9: Groundwater Monitoring Results 5 R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:10:The site works were commissioned in order to assess the current ground and groundwater conditions on the R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:10:ground and groundwater conditions as well as to obtain samples for geotechnical and specialist chemical R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:10:  Installation of gas/groundwater monitoring instrumentation. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:10:  Post site works gas/groundwater monitoring, including existing historical installations. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:10:  Groundwater sampling. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:12:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:14:3.6 Groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:14:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:14:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:14:there is a possibility that this could have masked the discrete ingress of natural groundwater into the R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:Groundwater was encountered in the boreholes and trial pits during the site works operation. Where R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:groundwater observations were made details are given on the relevant Borehole and Trial Pit Record and in R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:greater detail (collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:the Time of Site Works. Standing groundwater levels were recorded in a number of boreholes and trial pits at R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:Instruments were monitored for gas and/or groundwater on five occasions after the completion of the site R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:A record of the readings is presented as Field Data Enclosure 5 (Groundwater Monitoring Results) and Field R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:Groundwater sampling was undertaken from selected installations during one round of monitoring. Water R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:17:and groundwater monitoring visits. The results for the sample based PID tests are recorded in tabular format R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:17:Groundwater sampling was undertaken from selected installations during one round of post site works R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:21:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:21:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:23:Groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:45: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:45: No groundwater inflow observed. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:11: 1.23 Groundwater resting above the slotted section of the monitoring well R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:20:GQRA – Summary of Groundwater Screen R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:21:Table F1: Groundwater GAC Protective of Human Health and Water Resources R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:22:Table F1: Groundwater GAC Protective of Human Health and Water Resources R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:22:NVP Contaminant has low vapour phase in groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:23:Table F1: Groundwater GAC Protective of Human Health and Water Resources R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:24:Table F1: Groundwater GAC Protective of Human Health and Water Resources R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:24:NVP Contaminant has low vapour phase in groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:25:Table F1: Groundwater GAC Protective of Human Health and Water Resources R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf:25:NVP Contaminant has low vapour phase in groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:3: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:3: No groundwater inflow observed. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:6: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:6: Groundwater seepage at 1.40m BGL (Slow inflow). Standing groundwater level on R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:9: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:9: No groundwater inflow observed. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:12: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:12: Groundwater seepage at 2.00m BGL (Slow inflow). Standing groundwater level on R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:15: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:15: Groundwater seepage at 1.50m BGL (slow inflow). Standing groundwater level on R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:18: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:18: Groundwater seepage at 2.00m BGL (slow inflow). Standing groundwater level on R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:21: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:21: Groundwater seepage at 1.60m BGL (slow inflow). Standing groundwater level on R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:24: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:24: No groundwater inflow observed. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:27: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:27: Groundwater seepage at 2.20m BGL (slow inflow). Standing groundwater level on R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:30: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:30: No groundwater inflow observed. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:33: PLAN GROUNDWATER R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:33: No groundwater inflow observed. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:36:Groundwater Observations Made at the Time of Site Works R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:37: GROUNDWATER OBSERVATIONS MADE AT THE TIME OF SITE WORKS R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:37:S3_TPA_TP102A 27/09/2021 1.40 Groundwater seepage (slow inflow). R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:37:S3_TPA_TP104 27/09/2021 2.00 Groundwater seepage (slow inflow). R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:37:S3_TPA_TP105 24/09/2021 1.50 Groundwater seepage (slow inflow). R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:37:S3_TPA_TP106 24/09/2021 2.00 Groundwater seepage (slow inflow). R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:37:S3_TPA_TP107 24/09/2021 1.60 Groundwater seepage (slow inflow). R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:37:S3_TPA_TP109 24/09/2021 2.20 Groundwater seepage (slow inflow). R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:38:Groundwater Monitoring Results R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:39: GROUNDWATER MONITORING RESULTS R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 3.pdf:40: GROUNDWATER MONITORING RESULTS 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 1.pdf:4: GQRA – Summary of Groundwater Screen R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:7:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:8: The site is not within a Groundwater Source Protection Zone. Groundwater is perched 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: Hydrogeology within more permeable horizons of the Superficial Deposits. Groundwater flow is af- R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:8: • Installation of 4no. groundwater monitoring wells (2no. twin installations) with subsequent purge R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:8: • 1no. round of groundwater sampling of all newly installed monitoring wells; R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:9: • Groundwater elevation survey of all newly installed monitoring wells and aquifer property testing on R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:10:During the ground investigation groundwater strikes were encountered in the Made Ground and upper layers of R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:10:the Glaciolacustrine Deposits between 9.50 to 7.30m AOD. Groundwater appears to either be perched within R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:10:A groundwater strike was noted during progression of S3_BHA04 at 2.02m AOD within the Redcar Mudstone R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:10:Formation. Groundwater levels identified during the monitoring visits are summarised in the table below: R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:10:Table 3: Summary of groundwater monitoring results R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:10: Groundwater (m bgl) Groundwater (m AOD) R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:11: Groundwater (m bgl) Groundwater (m AOD) R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:11:Groundwater flow direction for deposits on site cannot be defined from the limited number of data points. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:11:Groundwater is present within the Made Ground and Superficial Deposits, and is conceptualised to be in the R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:11:Deposits, groundwater is likely to be laterally and vertically discontinuous. The Glaciolacustrine and Glacial Till R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:11:Groundwater inflow within trial pits was noted as slow or “seepage”, suggesting that there may only be small R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:11:Groundwater is present within the Redcar Mudstone Formation. Groundwater within S3_BHA03D and R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:13:3.2.1 Groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:14:of groundwater was neutral, ranging between 7.2 and 8.4. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:14: • In four (of 5no.) wells, resting groundwater was above the well screening (indicated in Appendix D). R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:14:Resting groundwater was identified above the well screening of the monitoring wells due to shallow perched R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:14:groundwater within the Made Ground, as such the data will be used as part of the high-level review. However, 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: • Shallow groundwater has been identified within the Made Ground, this is conceptualised to be perched R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:15: within the Made Ground and following earthworks it is anticipated that groundwater will not be present R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:15: groundwater and future site users is not thought to be active. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:15: • Groundwater identified within the Made Ground is thought to represent pockets of perched water, rather R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:15: than a consistent groundwater body. As such vertical or lateral migration of the groundwater within the 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:15: • Lateral migration through the Superficial Deposits off-site is likely limited by the groundwater being R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:15: contaminants in the groundwater and surface water. As the quality of the culvert is not known this R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:16:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:16:and is considered as a groundwater receptor. The Glacial Till and Glaciolacustrine Deposits which underly the 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: B. Vapour inhalation of indoor and outdoor air from volatile contaminants in shallow groundwater, (po- R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:4.2.5 Selection of Groundwater GAC R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:in groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:4.2.6 Human Health Risk Assessment for Contaminants in Groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:Concentrations of volatile contaminants in 3no. groundwater samples were screened against the inhalation GAC R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:health from inhaling volatile contaminants emanating from groundwater beneath the site (potential pollutant R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:measured concentrations of CoC in groundwater is not considered to be significant. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:22:Volatile contaminants for which no GAC are readily available were not identified in the 3no. groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:Inhalation risk of contaminants present within groundwater has been assessed against GAC protective of R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:1. Leaching of CoC from Made Ground to groundwater in Superficial Deposits R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:3. Migration of CoC in groundwater into surface water features R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:4. Migration of CoC in groundwater onto site from off-site sources (adjacent STDC land parcels) R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:5. Migration of CoC in groundwater off site. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:4.3.2 Groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:3no. groundwater samples were obtained from monitoring wells and analysed for a range of contaminants. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:Table 5: Summary of monitoring wells and screened aquifer for groundwater samples collected R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:Contaminant concentrations in groundwater were compared to the WQS in Appendix F and exceedances are R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23:Table 6: Summary of contaminants of concern measured above the WQS within samples of groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:24:4.3.3 Qualitative Risk Assessment for Substances in Groundwater without WQS R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:24:available WQS for comparison. Where concentrations have been measured below MDL in the groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:25:Magnesium and silicate are present naturally in groundwater and, considering the relatively low concentrations, R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:25:(PNEC) for thiocyanate in freshwater (95µg/l). No concentrations of thiocyanate identified in groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:25:made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective of R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:25:underlying groundwater (pollutant linkage 1). R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:25:This leaching may be limited into groundwater within the bedrock given the thickness of the low permeability R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:25:concentrations within groundwater samples from the bedrock, it is possible that contamination is leaching from R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:25:Contaminants of concern have been identified in excess of the WQS within groundwater, including heavy R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:26:the pathway) and are therefore considered to be conservative assessment of the risk within the groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:26:Groundwater within the Made Ground is considered to be perched water. The Glaciolacustrine Deposits are R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:26:Thus yield from each of these groundwater bodies is likely to be low. Therefore, considering the likely yield and R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:26:are culverted and thus interaction between surface water and groundwater will be limited and dependent on the R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:26:condition of the culvert. A potential pathway for groundwater to impact the surface water feature does exist but R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:26:Bedrock has been identified at a minimum of 7m below the surface level of site it is thought that groundwater R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:26:While potential pathways exist, concentrations of CoC measured within the groundwater beneath the site are 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:Elevated concentrations of sulphate within groundwater have been identified within groundwater samples (from R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:27:The results of the assessment considering the pH and mobility of groundwater are presented within the table R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:28:However, it is noted that the majority of the data is collected from wells where groundwater is resting above the R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:28:screened section (due to shallow perched groundwater within the Made Ground) and thus reduces the validity R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:30: • Potential collapse compression as a result of surface water infiltration and groundwater movement; R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:31:ingestion, direct contact or vapour inhalation is low. Review of contaminants in groundwater compared to the R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:31:groundwater is low. R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:32:Elevated concentrations of sulphate have been identified within the groundwater on site and, given the reported R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:5: Groundwater Management ……………………………………………………………………………………… 16 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:8:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:10:horizontal and vertical migration of groundwater within more permeable horizons of the Glaciolacustrine R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:10:groundwater flow direction towards the north-east inferred from site data. It should be noted the inferred R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:10: Geology Aquifer Classification Groundwater flow R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:11: Arcadis2021b, the risk to water resource receptors is considered low. Underlying groundwater R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:11: due to changes in loading or groundwater regime; R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:15:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:17:• Manage perched and confined groundwater within the Made Ground encountered during R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22: Groundwater Management R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:Groundwater and accumulated water are anticipated to be encountered within excavations and R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:4.3.7.1 Removal of NAPL on Groundwater R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:to expose the groundwater table and identify if it is impacted by the above material and if groundwater R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:24: groundwater as far as is reasonably groundwater or accumulated water as far R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:31: • Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:4: A number of off-site sources were also identified in the GQRA. Assessment of groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:4: effect on on-site groundwater quality. Associated contaminants of concern (CoC) with the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:4: potential to affect groundwater quality include metals, hydrocarbons (including tars), PAH, R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:4: considered in line with the EA guidance for hazardous substances. Groundwater within the 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: • Migration in groundwater towards the surface water receptor (River Tees Estuary) and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: intersect site groundwater prior to its potential discharge into the River Tees. These wells R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: groundwater to surface water pathway. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: groundwater using site-specific information, where available. Dilution with the River Tees was R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: • Groundwater in the vicinity of BH110 – considered to represent impacts associated R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: • On-site 50m compliance point, protective of aquifers and surface water (groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: • Prior to the River Tees (at sentinel wells and 360m down gradient from Groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: 50m Compliance Point (Groundwater Source only) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: The 50m compliance point was modelled for the groundwater source as a first stage of R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: Groundwater Source) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: From the groundwater source, cyanide, naphthalene and benzene were the only CoC R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: groundwater source is considered to be low. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: Measured groundwater concentrations in sentinel wells exceeded EQS for a number of CoC R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: future redevelopment works) would go some way to limit the amount of groundwater discharge R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: None of the measured concentrations from either the on-site groundwater source wells R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: (BH110 and BH105; location of the highest measured groundwater concentrations of R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: BH110 and the groundwater source area, from where the highest measured groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: reached a steady state equilibrium with groundwater (in relation to the groundwater source). R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: A timeframe assessment for the groundwater source predicated that measured R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:8:Table 1 – Comparison of Measured Concentrations of CoC in Groundwater (µg/l) with Environmental R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:8:Table 2 - Site Specific Assessment Criteria (SSAC) for Groundwater Source (µg/l) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:8: Groundwater Source (µg/l) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:8:Table 4 - Comparison of Sentinel Wells to Site Specific Assessment Criteria (SSAC) for Groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:11:to the River Tees by the measured concentration of CoC in groundwater. This should in turn inform any 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: • Installation of 15no. groundwater monitoring wells (6no. dual installations); R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:13: • Groundwater monitoring and sampling (3no. rounds) as well as aquifer permeability testing and tidal R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:13: • Installation of 17no. groundwater monitoring wells (13no. of which were located with the site R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:13: • Groundwater and surface water monitoring and sampling (2no. rounds). R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:15:the protection of human health in groundwater. NAPL and tar were identified primarily within the Made Ground R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:16:Dense Non-Aqueous Phase Liquid (DNAPL) was measured in BH110 in two of the three groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:16:March 2021 report within the groundwater in the wells running along the northern site boundary. They also R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:16:soil and groundwater. The source of the impacts in BH2025 is not known as is speculated to perhaps be an R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:into the groundwater is active for both of these receptors. This is due to the absence of hardstanding on the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:that groundwater would be abstracted for drinking purposes. As such, the use of environmental quality R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:The groundwater underlying the site was found to be consistently resting within the lower 1.2m – 1.7m of the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:Flat Deposits are therefore saturated and considered to be best assessed using groundwater contaminant R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:Lateral migration of CoC within the groundwater towards the River Tees Estuary is also considered an active R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:pathway due to the proximity of the River. Groundwater flow direction has been mapped to flow towards the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:between the site and River Tees, means the groundwater migration pathway to the River and Estuary is also R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:A DNAPL source within the groundwater has been measured in BH110 towards the southern boundary of the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:groundwater levels underlying the site, a migration pathway from this groundwater source to the River and 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:17:• Migration in groundwater towards the surface water receptor (River Tees Estuary) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:18:likely to affect on-site groundwater was SBCO. Heavy Fuel Oil (HFO) tanks and High Tip Landfill were also R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:18:considered to have potential to affect on-site groundwater. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:18:thought to be affecting groundwater quality beneath the site. The SBCO is shown on historical maps to have 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:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:19:potential to affect groundwater quality include metals, hydrocarbons, PAH, inorganics including cyanide, 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: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:20:concentrations were measured in BH110, but these were saturated so are best represented by groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:20:4.2.3.3 Groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:20:groundwater monitoring wells reported in Arcadis (2021). The only locations with no measurable concentration R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:20:general groundwater flow direction from the SBCO to the south. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:20:The highest measured groundwater concentrations were generally encountered in wells screening the Made R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:20:Benzene was measured above the MDL in seven of the ten monitored groundwater wells. The highest R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:related to groundwater discharges from the site. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:BH110), suggesting that they relate to a groundwater source rather than the Made Ground. Due to the location 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:In groundwater, a more distinct plume is evident and does not appear to be associated with concentrations in 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:DNAPL on two of the three groundwater monitoring visits undertaken in October and November 2020 resting R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21: • Groundwater in the vicinity of BH110 – considered to represent impacts associated with an off-site R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:The groundwater source area modelled is defined to include BH110 and extends to the west to the edge of R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:southern boundary with the SBCO given that groundwater flow direction is to the north and CoC are likely to R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:Figure 4 shows the modelled groundwater source area defined as well as the groundwater monitoring wells R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:22:4.2.5.1 Groundwater Source R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:22:table. Consideration was given as to whether the compound was present in the groundwater source area R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:22:groundwater or Made Ground source. The Arcadis, 2021 data from across the site has been used to represent R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:22:potential groundwater source concentrations. Albeit groundwater data from across the site will include a R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:22:contribution from on-site Made Ground leaching, as well as the groundwater source originating off-site from R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:22:The table below summarises the compounds adopted in the groundwater risk assessment: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:23:Groundwater within the Tidal Flat Deposits and the Mercia Mudstone are designated as a Secondary A and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:23:the industrial history of the site and its surroundings, as well as the brackish nature of the groundwater due to R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:23:proximity to the estuary, groundwater abstraction for potable water is unlikely to be considered in the future. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:24: • Groundwater Source: Lateral migration of potentially impacted groundwater towards the identified R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:25: Water Resources Groundwater RTW v3.2 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:25: Groundwater Source R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:25: used for the derivation of groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:26:concentrations at a hydraulically down-gradient well, with measured concentrations in groundwater, whilst R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:26:likely reached steady state. The assessment looks at the travel time from the modelled groundwater source to R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:26:modelled groundwater source to the River Tees. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27:time of approximately 190yrs from the modelled groundwater source to the sentinel wells. Based on this, after R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27:This suggests the concentrations observed in downgradient sentinel wells due to the groundwater source may R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27:wells may not represent the risk to water resource from the groundwater source. It is therefore considered R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27:groundwater into surface water and the flow rate of the surface water. Surface water rates have been based R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27:The rate of groundwater flow into the river is estimated using the following algorithm, based on Darcy’s Law: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27: Qgw = Groundwater rate of discharge into surface water (m3/day) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27: A = Area of impacted groundwater entering river (m2) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28: Qgw = Groundwater rate of discharge into surface water (m3/day) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28:Groundwater Source – Presented in Table 2 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28:For the groundwater source, 10% of the 360m compliant point SSAC was multiplied by the dilution factor when R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28:For groundwater, the SSAC have been compared to the theoretical solubility. Where the SSAC exceeds the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28:Groundwater Source R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28:The measured concentrations of CoC in groundwater reported in Arcadis (2021) from wells within the modelled R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28:groundwater source area (BH105 and BH110; as discussed in Section 4, generally the locations of the highest R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28:measured groundwater concentrations) have been compared to the SSAC protective of water resources in R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:Measured concentrations of CoC in groundwater reported in Royal Haskoning (2021) from the 13no. sentinel R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:Measured groundwater concentrations for a number of metals, cyanide, petroleum hydrocarbons, PAH R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:prior to the River Tees and an on-site compliance point (groundwater source only, 50m compliance point). R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:50m Compliance Point (Groundwater Source only) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:The 50m compliance point was modelled for the groundwater source as a first stage of assessment in line with R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:Compliance Point Prior to the River Tees (at Sentinel Wells and 360m down gradient from Groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:From the groundwater source, naphthalene and benzene were the only hydrocarbon compounds to exceed R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:validation), the risk presented by these CoC within the groundwater source to a compliance point prior to the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:From the groundwater source, cyanide exceeds based on compliance point prior to the River Tees by a greater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:Measured groundwater concentrations in sentinel wells (considered to represent the risk from the Made R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:redevelopment works) would go some way to limit the amount of groundwater discharge from the site into the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:None of the measured concentrations from either the on-site groundwater source wells (BH110 and BH105; R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:location of the highest measured groundwater concentrations of hydrocarbons and the majority of other R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:suggesting no trends related to groundwater discharges from the site. Given the potential for other R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:state equilibrium with groundwater (in relation to the groundwater source). However, it is understood the SBCO R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:Whilst the timeframe assessment for the groundwater source indicated that steady state may not yet have R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:increase in measured concentrations in sentinel wells due to the groundwater source, it is considered that R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:32: INFERRED GROUNDWATER R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:33: AQUIFER MIGRATION OF GROUNDWATER IS ANTICIPATED TO R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:33: SLAG MADE GROUND DNAPL GROUNDWATER FLOW DIRECTION R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:42: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:43: CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:44: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:45: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:46: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:47: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:48: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:49: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:50: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:51: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:52: CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:53: BH108 CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:54: CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:55: BH108 CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:56: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:57: ! IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:60: Table 1: Comparison of Measured Concentrations of CoC in Groundwater (µg/l) with Environmental R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:61: Table 1: Comparison of Measured Concentrations of CoC in Groundwater (µg/l) with Environmental R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:61: a groundwater source. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:62: Table 2: Site Specific Assessment Criteria (SSAC) for Groundwater Source (µg/l) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:64: C (SSAC) for Groundwater (µ R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:66:Table 4: Comparison of Sentinel Wells to Site Specific Assessment Criteria (SSAC) for Groundwater Source (µg/l) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:68: (soil, groundwater, building fabric or other samples) have R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Hydraulic gradient was calculated using site specific groundwater elevation data gathered during the groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: a reasonable gradient that can be sustained over larger distances and likely to be representative of groundwater flow R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Groundwater SSAC R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Groundwater SSAC (ug/l) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Groundwater 90 50 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: Groundwater Hydraulic Gradient 0.2 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73:(m/day) Groundwater 0.2 SSAC (µg/l) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: SSAC (µg/l) (-) Groundwater Hydraulic Gradient R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: 10 143 0.0006 62.38 0.1 (-) Groundwater 25 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Groundwater SSAC R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: Level 3 Groundwater SSAC R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: 0.8000 Groundwater 0.7000 44 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:73: Groundwater 0.2000 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73:Groundwater SSAC (µg/l) Aquifer Fraction of Organic R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:73: SSAC (µg/l) 37 Groundwater Carbon (-) Groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: A range of values for bulk density were defined based on values reported by ConSim (2002) for a Groundwater was encountered resting in the bottom half of the Slag Made Ground beneath the site. Most commonly, it R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: Level 3 Groundwater SSAC R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: Level 3 Groundwater SSAC R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: 36 Level 3 Groundwater 0.3 36 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:74:(g/cm3) Groundwater 0.200 34 SSAC (µg/l) 0.2 34 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: SSAC (µg/l) Aquifer Bulk Density (g/cm3) Groundwater Saturated Aquifer Thickness R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:74: 1.6 39.65 0.100 Groundwater 32 0.6 39.65 0.1 (m) Groundwater 32 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:76:Width of groundwater source area (m) 190 Site data R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:78:soils and/or groundwater. 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:78: Contamination Impact on Groundwater: Simulation by Monte Carlo Method, version 2.5 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:78: groundwater is present at a considerable depth. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: Level 3 - Groundwater See Note 0 Calculate for ionic organic chemicals (acids) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: Initial contaminant concentration in groundwater at plume core C0 1.00E+00 mg/l 0 10 20 30 40 50 60 15.0 6.19E-01 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: Distance (lateral) to compliance point perpendicular to flow direction z 0.00E+00 m Vertical dispersivity ay 1.00E-99 5.00E-02 2.98E-02 This sheet calculates the Level 3 remedial target for groundwater, based on the 42.5 2.57E-01 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: 0 Time since pollutant entered groundwater t 9.00E+99 days time variant options only For calculated value, assumes ax = 0.1 *x, az = 0.01 * x, ay = 0.001 * x 47.5 2.19E-01 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: Longitudinal dispersivity ax 5.00E+00 m see options The measured groundwater concentration should be compared R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: Groundwater flow velocity v 5.33E-02 m/d R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: Remedial Target 3.96E-02 mg/l For comparison with measured groundwater concentration. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:84: BenzeneLevel3 Groundwater R-2021-0713-CD-COMPLIANCE OFFICER REPORT.pdf:2:protection of human health in groundwater. R-2021-0713-CD-COMPLIANCE OFFICER REPORT.pdf:3:  Groundwater source in the vicinity of SBC_AUK_BH110 – considered to R-2021-0713-CD-COMPLIANCE OFFICER REPORT.pdf:3:primarily comprising additional groundwater. At the time of writing three rounds have R-2021-0713-CD-Contam Land.pdf:2:protection of human health in groundwater. R-2021-0713-CD-Contam Land.pdf:2:  Groundwater source in the vicinity of SBC_AUK_BH110 – considered to R-2021-0713-CD-Contam Land.pdf:2:primarily comprising additional groundwater. At the time of writing three rounds have R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:4: At present, further data collection is planned, primarily comprising additional groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:4: and ground gas monitoring. At the time of writing, only the first of round of groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: Groundwater beneath the site was measured resting within the Made Ground, with a flow R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5:  Groundwater source in the vicinity of SBC_AUK_BH110 – considered to R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: Diffuse groundwater contaminants found throughout the site associated with Made Ground R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: Groundwater contaminants associated with SBCO include metals, hydrocarbons (including 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:5: Pathways  Migration in groundwater through the Made Ground towards the surface water R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: Groundwater was not assessed as a receptor at significant risk based the industrial history R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: of the site and its surroundings, the brackish nature of the groundwater due to proximity to R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: the estuary and the low potential for groundwater abstraction for potable water in the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: The Groundwater Source was modelled in the SBA DQRA (Arcadis, 2021d), which R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: concluded that measured concentrations from the modelled Groundwater Source did not R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: groundwater monitoring has been undertaken, the findings of the SBA DQRA were R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: present in future, potentially reducing the flow of groundwater from the site towards the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: Groundwater was identified resting within the base of the Made Ground. Due to the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: 1. Measured concentrations of contaminants in groundwater representing those with R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: concentrations of contaminants from the 47 groundwater monitoring wells sampled to date R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: to provide the best representation of groundwater potentially entering the River Tees due R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: upper granular portions of the Tidal Flat Deposits. As such, the groundwater quality data R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: exceeded the EQS in groundwater in both the sentinel wells and from the wider site. This R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: calculation of groundwater-surface water SSAC. This assessment indicated that a limited R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: on down gradient groundwater quality and the River Tees was considered to be limited. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: undertaken in this DQRA, the Groundwater Source in the area of SBA_AUK_BH110 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:9:Table 3 – Comparison of Measured Groundwater Concentrations with EQS and SSAC R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:10:At present, further data collection is planned, primarily comprising additional groundwater and ground gas R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:10:monitoring. At the time of writing, only the first of round of groundwater monitoring has been report for SBC, R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:11:the measured concentration of CoC in groundwater. This should in turn inform any remedial strategy that may 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:At the time of writing, groundwater monitoring has not been completed across the full site and additional R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13:  Installation of 15 groundwater monitoring wells (six dual installations); R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13:  Groundwater monitoring and sampling (three rounds) as well as aquifer permeability testing and tidal R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13:  Installation of 18 groundwater monitoring wells (including nine dual installations); R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13:  Groundwater monitoring had not been reported at the time of writing although depth to water R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13:  Installation of 25 groundwater monitoring wells (including nine dual installations); R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13:  Groundwater monitoring and sampling (1no. round); and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13:  Installation of 17 groundwater monitoring wells; and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:13:  Groundwater and surface water monitoring and sampling (2no. rounds). R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:14:monitoring wells where groundwater sampling was undertaken. Co-ordinates for all boreholes and trial pits R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16:The groundwater underlying the site was found to be consistently resting within the Made Ground, generally R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16:migration of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16:The underlying bedrock is considered the most sensitive aquifer system at the site, with a groundwater flow R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16:Assessment of the groundwater level data indicates that the water level in wells screening the bedrock aquifer R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:groundwater is not confined and may be in hydraulic continuity with groundwater within the groundwater within R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:Groundwater flow was inferred to be toward the north or north-east within both the Made Ground and Tidal R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:barrier between the site and River Tees, indicates that the groundwater migration pathway to the River and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:protection of human health in groundwater. Non aqueous phase liquid (NAPL) and tar were identified primarily R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:groundwater were recorded on site, primarily relating to those wells screening the Made Ground and the Tidal R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18:groundwater monitoring visits. This, along with other CoC, could not be fully delineated as part of the initial R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18:2021a, 2021b & 2021c reports within the groundwater in the wells running along the northern site boundary. 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:  Groundwater Source in the vicinity of SBA_AUK_BH110 – considered to represent contamination R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18:  Groundwater Source: Lateral migration of potentially impacted groundwater within Made Ground R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:surroundings, as well as the brackish nature of the groundwater due to proximity to the estuary, groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:groundwater using site-specific information, where available. Dilution with the River Tees was also calculated R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19: Groundwater Source only) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:  Prior to the River Tees (at sentinel wells and 360m down gradient from the Groundwater Source); and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:50m Compliance Point (Groundwater Source only) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:The 50m compliance point was modelled for the groundwater source as a first stage of assessment in line R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:Groundwater Source) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:From the Groundwater Source, cyanide, naphthalene and benzene were the only CoC compounds to exceed R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:in modelling cyanide, the risk presented by these CoC within the groundwater source was considered to be R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:Measured concentrations of a number of CoC in groundwater in sentinel wells exceeded EQS including TPH, R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:amount of groundwater discharge from the site into the River Tees. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:None of the measured concentrations of CoC in the on-site Groundwater Source wells or the sentinel wells R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:Groundwater Source area, from where the highest measured groundwater concentrations of CoC were R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:steady state equilibrium with groundwater (in relation to the groundwater source). A timeframe assessment for R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:the Groundwater Source predicted that measured concentrations may increase by around an order of 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:21:to the absence of hardstanding on the site and active process of infiltration from rainwater. Groundwater is R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21:The River Tees is present approximately 20m to the north of the site boundary and groundwater migration R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21:brackish nature of the water, it is considered unlikely that groundwater would be abstracted for drinking R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21:A NAPL source within the groundwater has been recorded in SBA_AUK_BH110 towards the southern R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21:The groundwater source identified in the vicinity of SBA_AUK_BH110 is considered to form a potentially R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:22:represent a significant risk to water resources based on measured groundwater concentrations. As such, the 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:22:  Migration in groundwater through the Made Ground towards the surface water receptor (River Tees) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:23:the highest concentrations of CoC in groundwater and NAPL measured in SBA. The SBCO is shown on R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:23:groundwater from the facility operation and associated tanks and Infrastructure. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:23:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:potential to affect groundwater quality include metals, hydrocarbons, PAH, inorganics including cyanide, R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:Given the north/north-easterly groundwater flow direction, the wharf and pumphouse identified to the north of R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:the site are unlikely to affect groundwater quality beneath the site. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:contaminants with the potential to affect groundwater quality include metals, TPH, PAH, VOC and SVOC. 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:The groundwater underlying the site was generally found to be resting within the Made Ground, with the Made 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:26:represented by groundwater and discussed in Section 4.2.3.3. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:26:4.2.3.3 Groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:26:groundwater monitoring well locations (35 out of 88 samples) reported in Arcadis, 2021a, 2021c and Royal R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:26:The occurrence of the majority of the measured TPH groundwater concentrations in wells screening the Made R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:27:Benzene was measured above the MDL in 13 of the 35 monitored groundwater wells analysed for BTEX. The R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:27:Metals were measured above the laboratory MDL in all 47 groundwater monitoring wells sampled to date. The R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:28:Ammoniacal nitrogen was measured above the MDL in all 47 groundwater monitoring wells sampled to date. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:28:groundwater plume originating from a localised source. Further higher concentrations were measured in the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:28:related to groundwater discharges from the site. 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 groundwater, a more distinct plume is evident in the vicinity of the SBCO area and southern SBA boundary, 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:BH110 also had a measured thickness of DNAPL on two of the three groundwater monitoring visits R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:into groundwater is likely to have occurred already. Based on this, groundwater is considered to provide the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:those from across the remainder of the site. This is with the exception of groundwater in the area of R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:SBA_AUK_ BH110 associated with the Groundwater Source, where contaminants (including hydrocarbons, R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:  Groundwater Source in the vicinity of SBA_AUK_BH110 – considered to represent impacts R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:The Groundwater Source was modelled in the SBA DQRA (Arcadis, 2021d), which concluded that measured R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:concentrations of CoC from the modelled Groundwater Source do not represent a significant risk to the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:understanding of this area, and no additional groundwater monitoring has been undertaken, the findings of the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:reducing the flow of groundwater). The Made Ground source has therefore been conceptualised as the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:Groundwater within the Tidal Flat Deposits and the Mercia Mudstone are designated as a Secondary A and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:Groundwater was not assessed as a receptor at significant risk based the industrial history of the site and its R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:surroundings, the brackish nature of the groundwater due to proximity to the estuary and the low potential for R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:groundwater abstraction for potable water in the future. The resource potential for the underlying aquifers is R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:groundwater depth (maximum 4cm) within the natural deposits, including locations tested within the vicinity of R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32: 1. Measured concentrations of contaminants in groundwater representing those with potential to enter R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:4.2.6) from the 47 groundwater monitoring wells sampled to date from across the site were compared to the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:considered to provide the best representation of groundwater potentially entering the River Tees due to their R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:the Tidal Flat Deposits. As such, the groundwater quality data specifically from the sentinel wells were used R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:(Arcadis, 2021d) in relation to the Groundwater Source. This concluded that, whilst the timeframe assessment R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:for the groundwater source indicated that steady state may not yet have been reached, any increase in R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:33:Comparison with the saline EQS has been undertaken for measured concentrations from the 47 groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:33:groundwater into surface water and the flow rate of the surface water. Surface water rates have been based R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:34:The rate of groundwater flow into the river is estimated using the following algorithm, based on Darcy’s Law: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:34:Qgw = Groundwater rate of discharge into surface water (m3/day) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:34:A = Area of impacted groundwater entering river (m2) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:34:Qgw = Groundwater rate of discharge into surface water (m3/day) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:35:potentially associated with the Groundwater source modelled in the SBA DQRA. Where more than one round R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:37:Only ammoniacal nitrogen in groundwater exceeds the SSAC in the sentinel wells. Measured R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:37:groundwater in both the sentinel wells and from the wider site. This represents a point of compliance R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:38:were included in the modelled groundwater source area. SBC_AUK_BH107 and SBC_AUK_BH114 are R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:38:wells on down gradient groundwater quality and the River Tees is considered to be limited. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:39:At present, additional groundwater monitoring is in progress across the site. Based on the current data from R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:40:this DQRA, the Groundwater Source in the area of SBA_AUK_BH110 (interpreted to be associated with the R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:41:Environment Agency, 2017. Groundwater Protection – Land contamination groundwater compliance points: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:45: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:46: CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:47: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:48: ! IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:49: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:50: ! IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:51: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:52: ! IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:53: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:54: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:55: CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:56: ! CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:57: CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:58: CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:59: ! IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:60: IN GROUNDWATER: WELLS SCREENING R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:61: CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:62: CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:63: AS N CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:64: ! AS N CONCENTRATIONS IN GROUNDWATER: R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:65: AQUIFER MIGRATION OF GROUNDWATER IS ANTICIPATED TO R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:65: SLAG MADE GROUND NAPL GROUNDWATER FLOW DIRECTION R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:67: * Includes contaminants of concern measured above the laboratory method detection limit during groundwater monitoring undertaken between October 2020 and June 2021 across the South Bank Redcar site R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:68: * Includes contaminants of concern measured above the laboratory method detection limit during groundwater monitoring undertaken between October 2020 and June 2021 across the South Bank Redcar site R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:70:Table 3: Comparison of Measured Groundwater Concentrations with EQS and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:71:Table 3: Comparison of Measured Groundwater Concentrations with EQS and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:72:Table 3: Comparison of Measured Groundwater Concentrations with EQS and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:73:Table 3: Comparison of Measured Groundwater Concentrations with EQS and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:74:Table 3: Comparison of Measured Groundwater Concentrations with EQS and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:75:Table 3: Comparison of Measured Groundwater Concentrations with EQS and R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:77:advise the Client or any other party of such changes or (soil, groundwater, building fabric or other samples) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79: Level 3 Groundwater SSAC (ug/l) R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79: Groundwater was typically encountered resting in the bottom half of the Slag Made Ground beneath R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79: Redcar South Bank during groundwater monitoring undertaken between October 2020 and June 2021. R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79: groundwater was resting either within the base of the Slag Made Ground or underlying natural deposits). R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79:Groundwater 10000 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:79: 8000 Groundwater R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:82:Width of groundwater source (m) 5,000 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:82:Depth of groundwater source (m) 1.20 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:82:Calculated groundwater flow rate (m3/day) 96 R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:84:and/or groundwater. R-2021-0608-PND-hra.pdf:12:Groundwater Members of the Teesmouth Bird Club have No AEoI R-2021-0608-PND-hra.pdf:12: mitigation for potential groundwater contamination in R-2021-0608-PND-210801_Ecolgy screening (EIA criteria) for Teesworks demolitions_INCA_RevA.pdf:7: • Groundwater contamination R-2021-0608-PND-210801_Ecolgy screening (EIA criteria) for Teesworks demolitions_INCA_RevA.pdf:7:Groundwater contamination Assessed as likely to be no more harmful than during the period R-2021-0608-PND-210801_Ecolgy screening (EIA criteria) for Teesworks demolitions_INCA_RevA.pdf:9:Groundwater All drains within the exclusion zone will be sealed using sandbags to prevent 20210119 MLA202000507 Tees South Bank Quay CP advice + JPQC.pdf:5:37. Mitigation for the possible remobilising of groundwater contaminants due to construction and 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-1108_NTS-5.pdf:13:significance to groundwater, moderate adverse to the Tees estuary and associated ecological receptors 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:142: environment, including groundwater, inland surface water, transitional impacts are assessment MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:142: result in surface waters, groundwaters or protected areas failing to 5.6.2 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:167:It is also possible that potentially contaminated groundwater could be diverted around the physical barriers MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:167:This could create the potential for contaminated groundwater to impact areas outside of the proposed MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:167:possible to determine whether contaminated groundwater and mobile contaminants are present within the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:167:study area. If contaminated groundwater and mobile contaminants are identified, remediation would be MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:172:Groundwater (Water Framework Directive) (England) Direction 2016 MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:172:The aim of the Groundwater (Water Framework Directive) (England) Direction (2016) is to set out MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:172:instructions and obligations for the Environment Agency to protect groundwater, including monitoring and MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:172:setting threshold values for both existing and new pollutants in groundwater. This legislation is relevant to MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:172:land quality as it will assist in determining the sensitivity of groundwater resources within the proposed MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:173: Land contamination groundwater compliance points: quantitative risk assessments, 2017; and, MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:173: • Environment Agency, The Environment Agency’s approach to groundwater protection, 2018. 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: impact both groundwater quality and / or MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174: (SPZs) and groundwater abstraction licences MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174: groundwater are discussed in Section 8.5 and MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:175: • groundwater SPZ 1; MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:175: • public water supplies / licensed surface water and groundwater abstractions for potable use; MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:175: • surface and groundwaters supporting internationally designated sites. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:176: • groundwater SPZ 2 and SPZ 3; MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:176: • surface and groundwaters supporting nationally designated sites SSSI, SPA, Ramsar sites). MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:176: • groundwater or surface waters supporting regionally important sites (e.g. Local Nature Reserve (LNR), 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:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:high groundwater vulnerability risk by the Environment Agency. A high groundwater vulnerability 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:groundwater vulnerability designation indicates that there are areas present which offer some groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:There are no recorded groundwater abstractions both within the footprint of the proposed scheme or within MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:1km of its boundary. The proposed scheme footprint is not located within a groundwater SPZ or within MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:impacted by saline intrusion. Given this assumption, it is further assumed that the groundwater present MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:would not be considered suitable for potable groundwater abstraction. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:lack of potable groundwater abstractions, likely saline intrusion and the absence of a SPZ, groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:184:maximum concentration of 285mg/kg and PAHs at 25mg/kg. Groundwater analysis recorded a maximum MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:184:groundwater, protective of controlled water receptors were provided. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186: Impacts on groundwater quality during earthworks and piling MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:There are no licenced groundwater abstractions, including potable water, recorded either within the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:Made Ground deposits as well as allowing for potentially contaminated perched groundwater to migrate to MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:The outline remediation strategy (Wood, 2019) considers that the potential hazard to groundwater is medium MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:and likely saline intrusion, the significance of risk to groundwater is moderate to low and Wood concluded MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:that no active remediation of groundwater is required. Comments received by RCBC (Ref:153731, MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:active remediation of groundwater is not required as part of the proposed scheme. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:intrusion thus rendering the groundwater unsuitable for potable water abstraction, the likely magnitude of MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:effect to the groundwater is considered to be low. Therefore the overall impact on groundwater quality MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:There remains a data gap with respect to the quality of groundwater across the proposed scheme footprint. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:groundwater samples for laboratory analysis, and to facilitate the monitoring of groundwater. The findings MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187: contaminants in groundwater and surface runoff MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187:anticipated that groundwater within the proposed scheme footprint is in hydraulic connectivity with the 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:To further assess the potential impact to surface water receptors from impacted groundwater or surface run MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187:off during construction works, further supplementary intrusive investigation and groundwater monitoring is 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:188:groundwater (if present) to impact areas outside the proposed scheme footprint, for example neighbouring MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:188:contaminated groundwater and mobile contaminants, e.g. non-aqueous phase liquids (NAPLs) are present MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:188:within the proposed scheme footprint. If contaminated groundwater and mobile contaminants are identified MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:424:water, groundwater, reservoirs and other sources. A review of findings from previous FRAs within the Tees MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:20.4.2.2 Flooding from groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:at which the water level rises. However, groundwater flooding can cause significant damage to property MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:considered that there is a medium risk of groundwater flooding; however, as this is likely to be inherently MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: scheme footprint, which reported groundwater was MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: groundwater level could be linked to tidal levels in the River MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: Groundwater Medium Tees, especially due to its proximity, i.e. adjacent, to the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: and potential connectivity between tidal and groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: groundwater flooding. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:432:Section 20.4 and the FRA (Appendix 15) identified that tidal flooding and groundwater flooding represents MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:522:The project is located within the Tees estuary water body (GB510302509900) and the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:525:The information for the groundwater body is presented in Table 28.3. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:527:Mudstone Groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:527: Water body type (groundwater, estuarine or coastal) Groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:527:in Appendix 16A for surface waters and Appendix 16B for groundwater bodies. A summary of the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:527:groundwater bodies. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:529:Table 28.5 Summary of scoping for the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:529:C1 Demolition of wharf and jetties No – demolition of the structures would not impact on the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:529:C2 Capital Dredging No – dredging will not impact on the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:529:C4 installation of rock blanket No – the installation of the rock blanket would not impact on the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:530: • For C3 – Hydromorphology and groundwater – chemical quality elements. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:530: • For C5 – Hydromorphology and RBMP mitigation measures, Groundwater – chemical quality MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:540: Groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:541:28.6.3 Groundwater body – chemical quality 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:541:and to facilitate the monitoring of groundwater and ground gases. The findings of the intrusive investigation MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:541:contaminated groundwater and mobile contaminants are present within the footprint of the proposed MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:541:effects on the groundwater body are not predicted. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:542: Groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:543:28.7.3 Groundwater body - Chemical quality MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:543:Made Ground deposits as well as allowing for potentially contaminated perched / shallow groundwater to MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:544: • The combined effect of piling and riverbank excavation on the groundwater body (potentially MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:544: affecting groundwater chemical quality). 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:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example, MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:549: • Groundwater: chemical quality MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:549:remediated appropriately remove the risk to both the groundwater and the transitional water body. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:66:assessment of impacts to the Tees Mercia Mudstone & Redcar Mudstone groundwater body as well as MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:249:3.2.1 Groundwater abstractions 9 MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:249:3.2.2 Groundwater Source Protection Zones 10 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:251:groundwater abstractions within 1km of the site boundary. The site is adjacent to the River Tees to the MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:254: • Outlining the environmental risks with regard to ground, groundwater and ground gas conditions, MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:254: • Environment Agency (EA) GP3 ‘Groundwater Protection: Policy and Practice’ and, 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:259:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:These strata reduce the likelihood of vertical migration of shallow groundwater to deeper aquifer units and MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:are predominantly lower permeability layers which may store and yield limited amounts of groundwater due MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:an area of medium to high groundwater vulnerability. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:site is located within an area with a potential for groundwater flooding to occur at surface. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:3.2.1 Groundwater abstractions MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:The Groundsure Insight Report (Appendix C) records no groundwater abstractions licences on site. There MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:261:are three historical groundwater abstractions approximately 1.2km north west of the site belonging to ICI MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:3.2.2 Groundwater Source Protection Zones MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable 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:derived screening criteria. Groundwater results were compared with UK Drinking Water Standards (DWS) MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:Groundwater samples were collected from 3AB2 on one occasion, selenium (0.013mg/l), boron (1.3mg/l) MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:240mg/l. Groundwater within 3AB2 was recorded at an elevation of 7.56m bgl. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:the River Tees where the historical infilling for land reclamation would have been deepest. Groundwater MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:13m bgl, underlain by Alluvium described as grey, black silty SAND. Groundwater was encountered within MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:the Alluvium and CORUS UK interpreted groundwater flow to be to the north towards the River Tees. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:Groundwater analysis recorded a maximum concentration of TPH at 62µg/l in 2B3 and total PAH at less MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:than the method of detection limit in all the groundwater samples analysed. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:272:groundwater, protective of controlled water receptors were provided. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:273:into the ground, which may have subsequently migrated to the site in the direction of groundwater flow. 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: • lateral migration of groundwater and surface water run off to surface water features MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:276: Leaching, Groundwater: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: contaminated Deposits); Secondary within 1km of the site therefore groundwater is of MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: active groundwater remediation is not required on MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: of, groundwater or There is the potential for migration of contaminants MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: Groundwater: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: Vertical migration within 1km of the site therefore groundwater is of MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: active groundwater remediation is not required on MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: Groundwater: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: dissolution and within 1km of the site therefore groundwater is of low MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: active groundwater remediation is not required on the MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: of, groundwater or There is the potential for migration of contaminants MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Groundwater: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Deposits); Secondary within 1km of the site therefore groundwater is of low 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:280: of groundwater River Tees, Mill MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: Groundwater: 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:east of the pumping station Leaching, trial pit EAT3), however there was no groundwater MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: of groundwater River Tees, Mill Moderate to MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: Groundwater: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: Groundwater: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: of groundwater River Tees, Mill MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: Vertical migration Groundwater: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: Groundwater: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: of groundwater River Tees, Mill MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: Groundwater: 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: site. migration via groundwater of flow or migration of MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: Groundwater: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: groundwater with controlled water Low Risk remediated by providing a capping layer across the 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:283: Lateral migration Low Risk active groundwater remediation and this has been 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 contamination or hydrocarbons as free product may be present on the site or be migrating onto 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:285:groundwater quality and identify if this presents a development constraint. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: • It is also unknown if contaminants are migrating on to the site via groundwater or as non-aqueous MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: neighbouring site users and groundwater. The report should be informed by the results of 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: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:142: environment, including groundwater, inland surface water, transitional impacts are assessment MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:142: result in surface waters, groundwaters or protected areas failing to 5.6.2 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:167:It is also possible that potentially contaminated groundwater could be diverted around the physical barriers MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:This could create the potential for contaminated groundwater to impact areas outside of the proposed MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:possible to determine whether contaminated groundwater and mobile contaminants are present within the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:study area. If contaminated groundwater and mobile contaminants are identified, remediation would be MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:Groundwater (Water Framework Directive) (England) Direction 2016 MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:The aim of the Groundwater (Water Framework Directive) (England) Direction (2016) is to set out MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:instructions and obligations for the Environment Agency to protect groundwater, including monitoring and MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:setting threshold values for both existing and new pollutants in groundwater. This legislation is relevant to MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:172:land quality as it will assist in determining the sensitivity of groundwater resources within the proposed MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:173: Land contamination groundwater compliance points: quantitative risk assessments, 2017; and, MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:173: • Environment Agency, The Environment Agency’s approach to groundwater protection, 2018. 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: impact both groundwater quality and / or MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174: (SPZs) and groundwater abstraction licences MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174: groundwater are discussed in Section 8.5 and MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:175: • groundwater SPZ 1; MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:175: • public water supplies / licensed surface water and groundwater abstractions for potable use; MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:175: • surface and groundwaters supporting internationally designated sites. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:176: • groundwater SPZ 2 and SPZ 3; MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:176: • surface and groundwaters supporting nationally designated sites SSSI, SPA, Ramsar sites). MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:176: • groundwater or surface waters supporting regionally important sites (e.g. Local Nature Reserve (LNR), 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:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:high groundwater vulnerability risk by the Environment Agency. A high groundwater vulnerability 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:groundwater vulnerability designation indicates that there are areas present which offer some groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:There are no recorded groundwater abstractions both within the footprint of the proposed scheme or within MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:1km of its boundary. The proposed scheme footprint is not located within a groundwater SPZ or within MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:impacted by saline intrusion. Given this assumption, it is further assumed that the groundwater present MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:would not be considered suitable for potable groundwater abstraction. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:lack of potable groundwater abstractions, likely saline intrusion and the absence of a SPZ, groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:maximum concentration of 285mg/kg and PAHs at 25mg/kg. Groundwater analysis recorded a maximum MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:groundwater, protective of controlled water receptors were provided. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186: Impacts on groundwater quality during earthworks and piling MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:There are no licenced groundwater abstractions, including potable water, recorded either within the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:Made Ground deposits as well as allowing for potentially contaminated perched groundwater to migrate to MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:The outline remediation strategy (Wood, 2019) considers that the potential hazard to groundwater is medium MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:and likely saline intrusion, the significance of risk to groundwater is moderate to low and Wood concluded MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:that no active remediation of groundwater is required. Comments received by RCBC (Ref:153731, MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:active remediation of groundwater is not required as part of the proposed scheme. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:intrusion thus rendering the groundwater unsuitable for potable water abstraction, the likely magnitude of MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:effect to the groundwater is considered to be low. Therefore the overall impact on groundwater quality MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:There remains a data gap with respect to the quality of groundwater across the proposed scheme footprint. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:groundwater samples for laboratory analysis, and to facilitate the monitoring of groundwater. The findings MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187: contaminants in groundwater and surface runoff MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:anticipated that groundwater within the proposed scheme footprint is in hydraulic connectivity with the 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:To further assess the potential impact to surface water receptors from impacted groundwater or surface run MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:off during construction works, further supplementary intrusive investigation and groundwater monitoring is 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:188:groundwater (if present) to impact areas outside the proposed scheme footprint, for example neighbouring MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:contaminated groundwater and mobile contaminants, e.g. non-aqueous phase liquids (NAPLs) are present MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:within the proposed scheme footprint. If contaminated groundwater and mobile contaminants are identified MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:424:water, groundwater, reservoirs and other sources. A review of findings from previous FRAs within the Tees MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:20.4.2.2 Flooding from groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:at which the water level rises. However, groundwater flooding can cause significant damage to property MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:considered that there is a medium risk of groundwater flooding; however, as this is likely to be inherently MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: scheme footprint, which reported groundwater was MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: groundwater level could be linked to tidal levels in the River MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: Groundwater Medium Tees, especially due to its proximity, i.e. adjacent, to the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: and potential connectivity between tidal and groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: groundwater flooding. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:432:Section 20.4 and the FRA (Appendix 15) identified that tidal flooding and groundwater flooding represents MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:522:The project is located within the Tees estuary water body (GB510302509900) and the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:525:The information for the groundwater body is presented in Table 28.3. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:527:Mudstone Groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:527: Water body type (groundwater, estuarine or coastal) Groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:527:in Appendix 16A for surface waters and Appendix 16B for groundwater bodies. A summary of the MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:527:groundwater bodies. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:Table 28.5 Summary of scoping for the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:C1 Demolition of wharf and jetties No – demolition of the structures would not impact on the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:C2 Capital Dredging No – dredging will not impact on the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529:C4 installation of rock blanket No – the installation of the rock blanket would not impact on the groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:530: • For C3 – Hydromorphology and groundwater – chemical quality elements. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:530: • For C5 – Hydromorphology and RBMP mitigation measures, Groundwater – chemical quality MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:540: Groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:28.6.3 Groundwater body – chemical quality 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:541:and to facilitate the monitoring of groundwater and ground gases. The findings of the intrusive investigation MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:contaminated groundwater and mobile contaminants are present within the footprint of the proposed MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:541:effects on the groundwater body are not predicted. MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:542: Groundwater body MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:28.7.3 Groundwater body - Chemical quality MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:Made Ground deposits as well as allowing for potentially contaminated perched / shallow groundwater to MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544: • The combined effect of piling and riverbank excavation on the groundwater body (potentially MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544: affecting groundwater chemical quality). 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:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example, MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549: • Groundwater: chemical quality MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:remediated appropriately remove the risk to both the groundwater and the transitional water body. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:consolidated material on the coast at Hill Head, groundwater and the river, would lead to greater losses MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:345:4.4 Flooding from groundwater 19 MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:of the proposed scheme footprint and notes that groundwater was recorded at 4.10m below ground level. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:footprint, within the SIZ landside development footprint. It found groundwater at 6.2m below ground level. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:groundwater is linked to tidal levels in the River Tees, with the groundwater levels deepening with distance MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:from the watercourse. Shallower groundwater levels adjacent to the watercourse are likely due to MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:The Groundwater Vulnerability Map7 shows: MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:“the vulnerability of groundwater to a pollutant discharged at ground level based on the hydrological, 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 MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:depth to groundwater is not considered. The proposed scheme footprint falls within an area defined as MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351: Environment Agency, Groundwater Vulnerability Map. Available at https://magic.defra.gov.uk/MagicMap.aspx (Accessed MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:352:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:356:groundwater and ordinary watercourses) whilst the Environment Agency has a strategic overview role for MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:357:LFRMS is on 'local flooding' from surface water, groundwater or ordinary water courses such as streams MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:358:whether there is a significant risk in their area based on local flooding (surface water, groundwater, ordinary MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:359:a 1km grid square where over 75% of the land is susceptible to groundwater emergence, this is likely due MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:364:relevant planning documents to assess the risk of flooding from tidal, fluvial, surface water, groundwater, MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:4.4 Flooding from groundwater MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:within and immediately south of the proposed scheme footprint. The review of groundwater levels from the MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:Tees, with the groundwater level decreasing with distance from the watercourse. There is likely to be MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:at which the water level rises. However, groundwater flooding can cause significant damage to property MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:Development within areas that are susceptible to groundwater flooding will generally not be suited to some MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:proximity to the River Tees and potential connectivity between tidal and groundwater levels, it is considered MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:that there is a medium risk of groundwater flooding; however, as this is likely to be inherently linked to tidal MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: groundwater was encountered at 2.05mAOD. These findings indicate that MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: groundwater level could be linked to tidal levels in the River Tees. Given the MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: Groundwater Medium MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: and groundwater levels, it is considered that there is a medium risk of MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: groundwater flooding. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399:Appendix B Scoping tables for groundwater bodies MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399:Clearing the Waters for All, Environment Agency 2016 to reflect groundwater assets). Note that although the answer to the question is sometimes yes, the MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Qualitative status Quantitative Dependent Surface Water Body Status No The proposed demolition would not impact on the groundwater body MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Chemical Drinking Water Protected Area groundwater body MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Chemical Groundwater dependent terrestrial ecosystem MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: elements groundwater body MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Status the groundwater body MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:399: Status the groundwater body MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: Chemical Groundwater dependent terrestrial MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: the groundwater body MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: Water Body Status quality of groundwater and result in impacts on water quality. If not addressed during the development, the MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: aquifers and create new pathways which may impact both groundwater quality and / or usability. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: Chemical Groundwater No None within vicinity of proposed scheme MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Qualitative status Quantitative Dependent Surface Water Body Status No The placement of the rock would not impact on the groundwater MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Chemical Chemical Dependent Surface Water Body Status No The placement of the rock would not impact on the groundwater MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Chemical Groundwater dependent terrestrial ecosystem (GWDTEs) MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Supporting Prevent and limit objectives No The placement of the rock would not impact on the groundwater MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Qualitative Quantitative Dependent Surface Water Body No Construction of new quay would not interfere with groundwater levels. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Status contamination which may have an impact the quality of groundwater and result in MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: which may impact both groundwater quality and / or usability. MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: Chemical Groundwater dependent terrestrial No Not located within the vicinity of the project MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:402: Chemical Chemical Dependent Surface No Surface water would be managed and would not infiltrate to underlying groundwater. As a result there is no MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:402: Chemical Groundwater No MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:402: Chemical Chemical Dependent Surface No Surface water would be managed and would not infiltrate to underlying groundwater. As a result there is no MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:403: Chemical Groundwater No 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:142: environment, including groundwater, inland surface water, transitional impacts are assessment R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:142: result in surface waters, groundwaters or protected areas failing to 5.6.2 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:167:It is also possible that potentially contaminated groundwater could be diverted around the physical barriers R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:167:This could create the potential for contaminated groundwater to impact areas outside of the proposed R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:167:possible to determine whether contaminated groundwater and mobile contaminants are present within the R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:167:study area. If contaminated groundwater and mobile contaminants are identified, remediation would be R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:172:Groundwater (Water Framework Directive) (England) Direction 2016 R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:172:The aim of the Groundwater (Water Framework Directive) (England) Direction (2016) is to set out R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:172:instructions and obligations for the Environment Agency to protect groundwater, including monitoring and R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:172:setting threshold values for both existing and new pollutants in groundwater. This legislation is relevant to R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:172:land quality as it will assist in determining the sensitivity of groundwater resources within the proposed R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:173: Land contamination groundwater compliance points: quantitative risk assessments, 2017; and, R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:173: • Environment Agency, The Environment Agency’s approach to groundwater protection, 2018. 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: impact both groundwater quality and / or R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:174: (SPZs) and groundwater abstraction licences R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:174: groundwater are discussed in Section 8.5 and R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:175: • groundwater SPZ 1; R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:175: • public water supplies / licensed surface water and groundwater abstractions for potable use; R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:175: • surface and groundwaters supporting internationally designated sites. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:176: • groundwater SPZ 2 and SPZ 3; R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:176: • surface and groundwaters supporting nationally designated sites SSSI, SPA, Ramsar sites). R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:176: • groundwater or surface waters supporting regionally important sites (e.g. Local Nature Reserve (LNR), 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:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:high groundwater vulnerability risk by the Environment Agency. A high groundwater vulnerability 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:groundwater vulnerability designation indicates that there are areas present which offer some groundwater R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:There are no recorded groundwater abstractions both within the footprint of the proposed scheme or within R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:1km of its boundary. The proposed scheme footprint is not located within a groundwater SPZ or within R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:impacted by saline intrusion. Given this assumption, it is further assumed that the groundwater present R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:would not be considered suitable for potable groundwater abstraction. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:lack of potable groundwater abstractions, likely saline intrusion and the absence of a SPZ, groundwater R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:184:maximum concentration of 285mg/kg and PAHs at 25mg/kg. Groundwater analysis recorded a maximum R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:184:groundwater, protective of controlled water receptors were provided. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186: Impacts on groundwater quality during 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:186:There are no licenced groundwater abstractions, including potable water, recorded either within the R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:Made Ground deposits as well as allowing for potentially contaminated perched groundwater to migrate to R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:The outline remediation strategy (Wood, 2019) considers that the potential hazard to groundwater is medium R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:and likely saline intrusion, the significance of risk to groundwater is moderate to low and Wood concluded R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:that no active remediation of groundwater is required. Comments received by RCBC (Ref:153731, R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:active remediation of groundwater is not required as part of the proposed scheme. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:intrusion thus rendering the groundwater unsuitable for potable water abstraction, the likely magnitude of R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:effect to the groundwater is considered to be low. Therefore the overall impact on groundwater quality R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:There remains a data gap with respect to the quality of groundwater across the proposed scheme footprint. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:groundwater samples for laboratory analysis, and to facilitate the monitoring of groundwater. The findings R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187: contaminants in groundwater and surface runoff R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187:anticipated that groundwater within the proposed scheme footprint is in hydraulic connectivity with 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: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:To further assess the potential impact to surface water receptors from impacted groundwater or surface run R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187:off during construction works, further supplementary intrusive investigation and groundwater monitoring is 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:188:groundwater (if present) to impact areas outside the proposed scheme footprint, for example neighbouring R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:188:contaminated groundwater and mobile contaminants, e.g. non-aqueous phase liquids (NAPLs) are present R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:188:within the proposed scheme footprint. If contaminated groundwater and mobile contaminants are identified R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:424:water, groundwater, reservoirs and other sources. A review of findings from previous FRAs within the Tees R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:20.4.2.2 Flooding from groundwater R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:at which the water level rises. However, groundwater flooding can cause significant damage to property R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:considered that there is a medium risk of groundwater flooding; however, as this is likely to be inherently R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:430: scheme footprint, which reported groundwater was R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:430: groundwater level could be linked to tidal levels in 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:430: Groundwater Medium Tees, especially due to its proximity, i.e. adjacent, to the R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:430: and potential connectivity between tidal and groundwater R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:430: groundwater flooding. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:432:Section 20.4 and the FRA (Appendix 15) identified that tidal flooding and groundwater flooding represents R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:522:The project is located within the Tees estuary water body (GB510302509900) and the groundwater body R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:525:The information for the groundwater body is presented in Table 28.3. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:527:Mudstone Groundwater body R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:527: Water body type (groundwater, estuarine or coastal) Groundwater R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:527:in Appendix 16A for surface waters and Appendix 16B for groundwater bodies. A summary 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:527:groundwater bodies. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:529:Table 28.5 Summary of scoping for the groundwater body R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:529:C1 Demolition of wharf and jetties No – demolition of the structures would not impact on the groundwater body R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:529:C2 Capital Dredging No – dredging will not impact on the groundwater body R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:529:C4 installation of rock blanket No – the installation of the rock blanket would not impact on the groundwater body R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:530: • For C3 – Hydromorphology and groundwater – chemical quality elements. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:530: • For C5 – Hydromorphology and RBMP mitigation measures, Groundwater – chemical quality R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:540: Groundwater body R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:541:28.6.3 Groundwater body – chemical quality 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:541:and to facilitate the monitoring of groundwater and ground gases. The findings of the intrusive investigation R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:541:contaminated groundwater and mobile contaminants are present within the footprint of the proposed R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:541:effects on the groundwater body are not predicted. R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:542: Groundwater body R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:543:28.7.3 Groundwater body - Chemical quality R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:543:Made Ground deposits as well as allowing for potentially contaminated perched / shallow groundwater to 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 combined effect of piling and riverbank excavation on the groundwater body (potentially R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:544: affecting groundwater chemical quality). 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:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example, R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:549: • Groundwater: chemical quality R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:549:remediated appropriately remove the risk to both the groundwater and the transitional water body. R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:6:there could be other local sources of flooding such as groundwater and surface water. R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:16:assessment of impacts to the Tees Mercia Mudstone & Redcar Mudstone groundwater body as well as R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:16:assessment of impacts to the Tees Mercia Mudstone & Redcar Mudstone groundwater body as well as 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-1108_NTS.pdf:13:significance to groundwater, moderate adverse to the Tees estuary and associated ecological receptors R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:4:water, groundwater, reservoirs and other sources. A review of findings from previous FRAs within the Tees R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:20.4.2.2 Flooding from groundwater R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:at which the water level rises. However, groundwater flooding can cause significant damage to property R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:considered that there is a medium risk of groundwater flooding; however, as this is likely to be inherently R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: scheme footprint, which reported groundwater was R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: groundwater level could be linked to tidal levels in the River R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: Groundwater Medium Tees, especially due to its proximity, i.e. adjacent, to the R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: and potential connectivity between tidal and groundwater R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: groundwater flooding. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:12:Section 20.4 and the FRA (Appendix 15) identified that tidal flooding and groundwater flooding represents R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:consolidated material on the coast at Hill Head, groundwater and the river, would lead to greater losses R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:Groundwater (Water Framework Directive) (England) Direction 2016 R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:The aim of the Groundwater (Water Framework Directive) (England) Direction (2016) is to set out R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:instructions and obligations for the Environment Agency to protect groundwater, including monitoring and R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:setting threshold values for both existing and new pollutants in groundwater. This legislation is relevant to R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:4:land quality as it will assist in determining the sensitivity of groundwater resources within the proposed R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:5: Land contamination groundwater compliance points: quantitative risk assessments, 2017; and, R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:5: • Environment Agency, The Environment Agency’s approach to groundwater protection, 2018. 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: impact both groundwater quality and / or R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6: (SPZs) and groundwater abstraction licences R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6: groundwater are discussed in Section 8.5 and R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:7: • groundwater SPZ 1; R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:7: • public water supplies / licensed surface water and groundwater abstractions for potable use; R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:7: • surface and groundwaters supporting internationally designated sites. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:8: • groundwater SPZ 2 and SPZ 3; R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:8: • surface and groundwaters supporting nationally designated sites SSSI, SPA, Ramsar sites). R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:8: • groundwater or surface waters supporting regionally important sites (e.g. Local Nature Reserve (LNR), 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:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:high groundwater vulnerability risk by the Environment Agency. A high groundwater vulnerability 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:groundwater vulnerability designation indicates that there are areas present which offer some groundwater R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:There are no recorded groundwater abstractions both within the footprint of the proposed scheme or within R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:1km of its boundary. The proposed scheme footprint is not located within a groundwater SPZ or within R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:impacted by saline intrusion. Given this assumption, it is further assumed that the groundwater present R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:would not be considered suitable for potable groundwater abstraction. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:lack of potable groundwater abstractions, likely saline intrusion and the absence of a SPZ, groundwater R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:maximum concentration of 285mg/kg and PAHs at 25mg/kg. Groundwater analysis recorded a maximum R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:groundwater, protective of controlled water receptors were provided. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18: Impacts on groundwater quality during earthworks and piling R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:There are no licenced groundwater abstractions, including potable water, recorded either within the R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:Made Ground deposits as well as allowing for potentially contaminated perched groundwater to migrate to R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:The outline remediation strategy (Wood, 2019) considers that the potential hazard to groundwater is medium R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:and likely saline intrusion, the significance of risk to groundwater is moderate to low and Wood concluded R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:that no active remediation of groundwater is required. Comments received by RCBC (Ref:153731, R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:active remediation of groundwater is not required as part of the proposed scheme. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:intrusion thus rendering the groundwater unsuitable for potable water abstraction, the likely magnitude of R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:effect to the groundwater is considered to be low. Therefore the overall impact on groundwater quality R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:There remains a data gap with respect to the quality of groundwater across the proposed scheme footprint. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:groundwater samples for laboratory analysis, and to facilitate the monitoring of groundwater. The findings R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19: contaminants in groundwater and surface runoff R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:anticipated that groundwater within the proposed scheme footprint is in hydraulic connectivity with the 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:To further assess the potential impact to surface water receptors from impacted groundwater or surface run R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:off during construction works, further supplementary intrusive investigation and groundwater monitoring is 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:20:groundwater (if present) to impact areas outside the proposed scheme footprint, for example neighbouring R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:contaminated groundwater and mobile contaminants, e.g. non-aqueous phase liquids (NAPLs) are present R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:within the proposed scheme footprint. If contaminated groundwater and mobile contaminants are identified R-2020-0684-ESM-Officer Report 0684.pdf:24:development the following topics have been considered; groundwater quality R-2020-0684-ESM-Officer Report 0684.pdf:24:acknowledged to have the potential to impact on groundwater pathways and R-2020-0684-ESM-Officer Report 0684.pdf:24:further active remediation of groundwater. The ES concludes that the overall R-2020-0684-ESM-Officer Report 0684.pdf:24:impact on groundwater quality during construction is considered to be of R-2020-0684-ESM-Officer Report 0684.pdf:25:hydraulic flow regime. This has the potential for contaminated groundwater if R-2020-0684-ESM-Officer Report 0684.pdf:25:With regard to groundwater quality no mitigation measures are required and R-2020-0684-ESM-Officer Report 0684.pdf:25:and groundwater samples for laboratory analysis, and to facilitate the R-2020-0684-ESM-Officer Report 0684.pdf:26:monitoring of groundwater. Should any unacceptable risks be identified a R-2020-0684-ESM-Officer Report 0684.pdf:26:supplementary intrusive investigation and groundwater monitoring 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:76:groundwater. The ES states: borehole records indicate that groundwater R-2020-0684-ESM-Officer Report 0684.pdf:76:adjacent ground. The links between groundwater and coastal flooding are R-2020-0684-ESM-Officer Report 0684.pdf:76:considered within the FRA, however as groundwater in the location of the R-2020-0684-ESM-Officer Report 0684.pdf:76:development is considered to be linked to tidal flooding, groundwater is R-2020-0684-ESM-Officer Report 0684.pdf:77:The FRA and ES identifies that tidal and groundwater flooding represent the R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:1: environment, including groundwater, inland surface water, transitional impacts are assessment R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:1: result in surface waters, groundwaters or protected areas failing to 5.6.2 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_7. Marine sediment and water quality.pdf:26:It is also possible that potentially contaminated groundwater could be diverted around the physical barriers R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:This could create the potential for contaminated groundwater to impact areas outside of the proposed R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:possible to determine whether contaminated groundwater and mobile contaminants are present within the R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:study area. If contaminated groundwater and mobile contaminants are identified, remediation would be R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:3:4.4 Flooding from groundwater 19 R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:of the proposed scheme footprint and notes that groundwater was recorded at 4.10m below ground level. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:footprint, within the SIZ landside development footprint. It found groundwater at 6.2m below ground level. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:groundwater is linked to tidal levels in the River Tees, with the groundwater levels deepening with distance R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:from the watercourse. Shallower groundwater levels adjacent to the watercourse are likely due to R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:The Groundwater Vulnerability Map7 shows: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:“the vulnerability of groundwater to a pollutant discharged at ground level based on the hydrological, 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-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:depth to groundwater is not considered. The proposed scheme footprint falls within an area defined as R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9: Environment Agency, Groundwater Vulnerability Map. Available at https://magic.defra.gov.uk/MagicMap.aspx (Accessed R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:10:amounts of groundwater due to localised features such as fissures, thin permeable horizons and weathering. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:14:groundwater and ordinary watercourses) whilst the Environment Agency has a strategic overview role for R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:15:LFRMS is on 'local flooding' from surface water, groundwater or ordinary water courses such as streams R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:16:whether there is a significant risk in their area based on local flooding (surface water, groundwater, ordinary R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:17:a 1km grid square where over 75% of the land is susceptible to groundwater emergence, this is likely due R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:22:relevant planning documents to assess the risk of flooding from tidal, fluvial, surface water, groundwater, R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:4.4 Flooding from groundwater R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:within and immediately south of the proposed scheme footprint. The review of groundwater levels from the R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:Tees, with the groundwater level decreasing with distance from the watercourse. There is likely to be R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:The occurrence of groundwater flooding does not generally pose a significant risk to life due to the slow rate R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:at which the water level rises. However, groundwater flooding can cause significant damage to property R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:increase the risk of groundwater flooding including prolonged rainfall and high in-bank river levels. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:Development within areas that are susceptible to groundwater flooding will generally not be suited to some R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:No mapping of Areas Susceptible to Groundwater Flooding were available in the Redcar SFRA. Given the R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:proximity to the River Tees and potential connectivity between tidal and groundwater levels, it is considered R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:that there is a medium risk of groundwater flooding; however, as this is likely to be inherently linked to tidal R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: groundwater was encountered at 2.05mAOD. These findings indicate that R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: groundwater level could be linked to tidal levels in the River Tees. Given the R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: Groundwater Medium R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: and groundwater levels, it is considered that there is a medium risk of R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: groundwater flooding. R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:16:Appendix B Scoping tables for groundwater bodies R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:16:Clearing the Waters for All, Environment Agency 2016 to reflect groundwater assets). Note that although the answer to the question is sometimes yes, the R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:16: Qualitative status Quantitative Dependent Surface Water Body Status No The proposed demolition would not impact on the groundwater body R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:16: Chemical Drinking Water Protected Area groundwater body R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:16: Chemical Groundwater dependent terrestrial ecosystem R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:16: elements groundwater body R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:16: Status the groundwater body R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:16: Status the groundwater body R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:17: Chemical Groundwater dependent terrestrial R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:17: the groundwater body R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:17: Water Body Status quality of groundwater and result in impacts on water quality. If not addressed during the development, the R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:17: aquifers and create new pathways which may impact both groundwater quality and / or usability. R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:17: Chemical Groundwater No None within vicinity of proposed scheme R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: Qualitative status Quantitative Dependent Surface Water Body Status No The placement of the rock would not impact on the groundwater R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: Chemical Chemical Dependent Surface Water Body Status No The placement of the rock would not impact on the groundwater R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: Chemical Groundwater dependent terrestrial ecosystem (GWDTEs) R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: Supporting Prevent and limit objectives No The placement of the rock would not impact on the groundwater R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: Qualitative Quantitative Dependent Surface Water Body No Construction of new quay would not interfere with groundwater levels. R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: Status contamination which may have an impact the quality of groundwater and result in R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: which may impact both groundwater quality and / or usability. R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: Chemical Groundwater dependent terrestrial No Not located within the vicinity of the project R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:19: Chemical Chemical Dependent Surface No Surface water would be managed and would not infiltrate to underlying groundwater. As a result there is no R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:19: Chemical Groundwater No R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:19: Chemical Chemical Dependent Surface No Surface water would be managed and would not infiltrate to underlying groundwater. As a result there is no R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:20: Chemical Groundwater No R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:1:The project is located within the Tees estuary water body (GB510302509900) and the groundwater body R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:4:The information for the groundwater body is presented in Table 28.3. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:6:Mudstone Groundwater body R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:6: Water body type (groundwater, estuarine or coastal) Groundwater R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:6:in Appendix 16A for surface waters and Appendix 16B for groundwater bodies. A summary of the R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:6:groundwater bodies. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:Table 28.5 Summary of scoping for the groundwater body R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:C1 Demolition of wharf and jetties No – demolition of the structures would not impact on the groundwater body R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:C2 Capital Dredging No – dredging will not impact on the groundwater body R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8:C4 installation of rock blanket No – the installation of the rock blanket would not impact on the groundwater body R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:9: • For C3 – Hydromorphology and groundwater – chemical quality elements. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:9: • For C5 – Hydromorphology and RBMP mitigation measures, Groundwater – chemical quality R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:19: Groundwater body R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:28.6.3 Groundwater body – chemical quality 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:20:and to facilitate the monitoring of groundwater and ground gases. The findings of the intrusive investigation R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:contaminated groundwater and mobile contaminants are present within the footprint of the proposed R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:20:effects on the groundwater body are not predicted. R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:21: Groundwater body R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:28.7.3 Groundwater body - Chemical quality R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:Made Ground deposits as well as allowing for potentially contaminated perched / shallow groundwater to R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23: • The combined effect of piling and riverbank excavation on the groundwater body (potentially R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23: affecting groundwater chemical quality). 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:28:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example, R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28: • Groundwater: chemical quality R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:remediated appropriately remove the risk to both the groundwater and the transitional water body. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:3:3.2.1 Groundwater abstractions 9 R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:3:3.2.2 Groundwater Source Protection Zones 10 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:5:groundwater abstractions within 1km of the site boundary. The site is adjacent to the River Tees to the R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:8: • Outlining the environmental risks with regard to ground, groundwater and ground gas conditions, R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:8: • Environment Agency (EA) GP3 ‘Groundwater Protection: Policy and Practice’ and, 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:13:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:These strata reduce the likelihood of vertical migration of shallow groundwater to deeper aquifer units and R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:are predominantly lower permeability layers which may store and yield limited amounts of groundwater due R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:an area of medium to high groundwater vulnerability. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:site is located within an area with a potential for groundwater flooding to occur at surface. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:3.2.1 Groundwater abstractions R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:The Groundsure Insight Report (Appendix C) records no groundwater abstractions licences on site. There R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:15:are three historical groundwater abstractions approximately 1.2km north west of the site belonging to ICI R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:3.2.2 Groundwater Source Protection Zones R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable 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:derived screening criteria. Groundwater results were compared with UK Drinking Water Standards (DWS) R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:Groundwater samples were collected from 3AB2 on one occasion, selenium (0.013mg/l), boron (1.3mg/l) R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:240mg/l. Groundwater within 3AB2 was recorded at an elevation of 7.56m bgl. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:the River Tees where the historical infilling for land reclamation would have been deepest. Groundwater R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:13m bgl, underlain by Alluvium described as grey, black silty SAND. Groundwater was encountered within R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:the Alluvium and CORUS UK interpreted groundwater flow to be to the north towards the River Tees. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:Groundwater analysis recorded a maximum concentration of TPH at 62µg/l in 2B3 and total PAH at less R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:than the method of detection limit in all the groundwater samples analysed. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:26:groundwater, protective of controlled water receptors were provided. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:27:into the ground, which may have subsequently migrated to the site in the direction of groundwater flow. 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: • lateral migration of groundwater and surface water run off to surface water features R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:30: Leaching, Groundwater: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: contaminated Deposits); Secondary within 1km of the site therefore groundwater is of R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: active groundwater remediation is not required on R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: of, groundwater or There is the potential for migration of contaminants R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: Groundwater: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: Vertical migration within 1km of the site therefore groundwater is of R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: active groundwater remediation is not required on R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: Groundwater: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: dissolution and within 1km of the site therefore groundwater is of low R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: active groundwater remediation is not required on the R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: of, groundwater or There is the potential for migration of contaminants R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Groundwater: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Deposits); Secondary within 1km of the site therefore groundwater is of low 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:34: of groundwater River Tees, Mill R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: Groundwater: 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:east of the pumping station Leaching, trial pit EAT3), however there was no groundwater R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: of groundwater River Tees, Mill Moderate to R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: Groundwater: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: Groundwater: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: of groundwater River Tees, Mill R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: Vertical migration Groundwater: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: Groundwater: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: of groundwater River Tees, Mill R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: Groundwater: 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: site. migration via groundwater of flow or migration of R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: Groundwater: R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: groundwater with controlled water Low Risk remediated by providing a capping layer across the 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:37: Lateral migration Low Risk active groundwater remediation and this has been 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 contamination or hydrocarbons as free product may be present on the site or be migrating onto 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:39:groundwater quality and identify if this presents a development constraint. R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: • It is also unknown if contaminants are migrating on to the site via groundwater or as non-aqueous R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: neighbouring site users and groundwater. The report should be informed by the results of 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: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-61586 Quay Planning Statement 09-11-20.pdf:28: of negligible significance to groundwater, moderate adverse to the Tees estuary and associated 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-2021-0405-FFM-R 2021 0405 FFM NWL.pdf:1:trade effluent application for the disposal of groundwater to the sewerage network. We recommend R-2021-0405-FFM-EA R_2021_0405_FFM 17 June 2021 OFFICIAL .pdf:2:and groundwaters. In doing so, this would promote remediation where required and an R-2021-0405-FFM-EA R_2021_0405_FFM 17 June 2021 OFFICIAL .pdf:2:found on gov.uk and include Groundwater Protection, EA Approach to Groundwater R-2021-0405-FFM-EA R_2021_0405_FFM 17 June 2021 OFFICIAL .pdf:2:groundwater) in order to locally lower water levels near the excavation. This can allow R-2021-0405-FFM-0405.pdf:3: 1. Groundwater / Surface Water Management- to provide temporary R-2021-0405-FFM-OFFICER REPORT.pdf:5:for the disposal of groundwater to the sewerage network. We recommend that R-2021-0405-FFM-OFFICER REPORT.pdf:8:1. Groundwater / Surface Water Management- to provide temporary drainage R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:5: Environmental Permit for Land and Groundwater Remediation ……………………………………. 15 R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:5: Groundwater Management ……………………………………………………………………………………… 21 R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:8:  Soil and Groundwater Baseline Characterisation Study Teesside Works Summary Report and R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:8:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:11:horizontal and vertical migration of groundwater within more permeable horizons of the Glaciolacustrine R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:11:groundwater flow direction towards the north-east inferred from site data. It should be noted the inferred R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:11:Groundwater levels vary across the Site and are in part influenced by topography and the thickness of R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:11: Geology Aquifer Classification Groundwater flow R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:13: due to changes in loading or groundwater regime; R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:17:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:19: Manage groundwater (including tidally influenced, perched and confined) within the Made Ground R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:21:  Environmental Permit for Land and Groundwater Remediation; R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:21: Environmental Permit for Land and Groundwater Remediation R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:26: extend to influence of groundwater levels within excavations; R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:26:  Deep excavations will be required with a high potential of groundwater ingress and associated R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27: Groundwater Management R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:Groundwater and accumulated water are anticipated to be encountered within excavations and R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:close proximity to the River Tees the groundwater level is anticipated to be tidally influenced. R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:within the groundwater level to enable safe excavation and backfilling according with the requirements R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:4.3.9.1 Removal of NAPL on Groundwater R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:(by trial pits or boreholes) to expose the groundwater table and identify if it is impacted by the above R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:material and if groundwater treatment is required. R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:29: groundwater as far as is reasonably groundwater or accumulated water as far R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:33:Where backfilling in areas that have tidally influenced groundwater, backfilling should be undertaken in R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:33:4.3.16.1 Groundwater / Surface Water Management R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:36:  Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:38: PLAN GROUNDWATER R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:38: No groundwater inflow observed. R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:39: PLAN GROUNDWATER R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:39: No groundwater inflow observed. 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:19: Mercia Mudstone (north limited amounts of groundwater due R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:20:Current water quality data of groundwater bodies covered by the Water Framework Directive are presented in R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:20:A summary of the presence of groundwater and elevation of identified across the site on two dates is given in R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:20:Table 7 – Groundwater Elevation Summary R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:20: Monitoring Well Water Depth (m Water Level (m Lithology groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:20:Groundwater flow was noted to be towards the north within the Tidal Flat Deposits and the northeast within R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:20:the Redcar Mudstone Formation, this flow direction is towards the coast. Groundwater is also anticipated within R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:20:Groundwater within the Tidal Flat Deposits and Blown Sand is expected to be in continuity; continuity within R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:20:migration between the superficial and bedrock aquifers. Groundwater within the bedrock aquifer units are R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:20:The site is not located with a Groundwater Source Protection Zone (SPZ). R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:21:The investigation conducted to date indicates that groundwater beneath the northern portion of the Site to be R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:21:There are no groundwater abstraction licenses on the site or within 500m. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:21:be in continuity with groundwater within this aquifer and also water within the Made Ground. 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:24:Groundwater was interpreted to be flowing to the north/northeast. Chemical analysis recorded exceedances R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:24:The assessment of concentrations in groundwater noted exceedances of water quality standards which were 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:27:Given the distance from the site and the groundwater flow direction identified by previous ground investigation R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:28:The site is not located within a groundwater source protection zone, and due to the industrial history of the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:28:area there is little/no possibility that groundwater will be abstracted for potable use. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:30: Unknown depth to groundwater or nature of R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:30: contamination groundwater resulting in R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:31: groundwater body. The proposed development as outlined in R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:32: water receptor due to identified groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:32: (Surface Water) (Section 7.1) groundwater body and control measure to be implemented as defined R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:32: (Teesmouth and groundwater body and by the Remediation Stratergy. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:32: tar groundwater. sources of contamination such as NAPL and tar, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:34: groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:34:• Controlled Waters (Bedrock Aquifers) from migration of contaminants of concern in groundwater from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:34:• Controlled Waters (Surface Water) from vertical migration of on-site impacts leaching into a groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:34:• Ecological receptors from vertical migration of on-site impacts leaching into a groundwater body and R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:34: lateral migration off site into surface water or shallow groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:53:4. All work carried out in preparing this report has used, and is based on, Arcadis’ 12. Unless otherwise stated, samples from the Site (soil, groundwater, building R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:57:58 5.3 Groundwater vulnerability Identified (within 50m) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:57:59 5.4 Groundwater vulnerability- soluble rock risk None (within 0m) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:57:60 5.5 Groundwater vulnerability- local information None (within 0m) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:57:61 5.6 Groundwater abstractions 0 0 0 0 0 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:58:65 6.5 WFD Groundwater bodies 1 - - - - R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:58:Page Section Groundwater flooding R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:58:71 9.1 Groundwater flooding Low (within 50m) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:108:Aquifer status of groundwater held within superficial geology. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:110:Aquifer status of groundwater held within bedrock geology. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:110: groundwater due to localised features such as fissures, thin permeablehorizons and R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:112: Groundwater vulnerability R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:112:5.3 Groundwater vulnerability R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:112:An assessment of the vulnerability of groundwater to a pollutant discharged at ground level based on the 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: High - Areas able to easily transmit pollution to groundwater. They are likely to be characterised by high R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:112:Features are displayed on the Groundwater vulnerability map on page 58 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:113:5.4 Groundwater vulnerability- soluble rock risk R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:114:5.5 Groundwater vulnerability- local information R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:114:groundwater team through the Environment Agency National Customer Call Centre on 03798 506 506 or by R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:115:5.6 Groundwater abstractions R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:115:Licensed groundwater abstractions for sites extracting more than 20 cubic metres of water a day and includes R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:116:Source Protection Zones in the confined aquifer define the sensitivity around a deep groundwater abstraction R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:117: WFD Groundwater body boundaries R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:118:coastal waters and groundwater through river basin-level management planning. In terms of surface water, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:119:6.5 WFD Groundwater bodies R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:119:Groundwater bodies are also covered by the Directive and the same regime of objectives and reporting R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:119:Explorer to find out more about each groundwater body listed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:120:Records of historic flooding from rivers, the sea, groundwater and surface water. Records began in 1946 when R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:125: 9 Groundwater flooding R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:125:9.1 Groundwater flooding R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:125:Groundwater flooding is caused by unusually high groundwater levels. It occurs when the water table rises R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:125:above the ground surface or within underground structures such as basements or cellars. Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:125:Features are displayed on the Groundwater flooding map on page 71 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:173:peat and may compress if loaded by overlying structures, or if the groundwater level changes, potentially 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:18: limited amounts of groundwater due R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:The site is not located with a Groundwater Source Protection Zone (SPZ). R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:There are no groundwater abstraction licenses on the site or within 500m. 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:22:Groundwater was interpreted to be flowing to the north/northeast. Chemical analysis recorded exceedances R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:22:The assessment of concentrations in groundwater noted exceedances of water quality standards which were 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:25:The site is not located within a groundwater source protection zone, and due to the industrial history of the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:25:area there is little/no possibility that groundwater will be abstracted for potable use. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: Members of groundwater which R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: Made Ground history. Unknown depth to groundwater or R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:26: groundwater body discounted. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:27: groundwater body and lateral pathway (ponds) However, the risks 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:29:4. All work carried out in preparing this report has used, and is based on, Arcadis’ 12. Unless otherwise stated, samples from the Site (soil, groundwater, building R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:39:58 5.3 Groundwater vulnerability Identified (within 50m) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:39:59 5.4 Groundwater vulnerability- soluble rock risk None (within 0m) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:39:60 5.5 Groundwater vulnerability- local information None (within 0m) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:39:61 5.6 Groundwater abstractions 0 0 0 0 0 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:40:65 6.5 WFD Groundwater bodies 1 - - - - R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:40:Page Section Groundwater flooding R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:40:71 9.1 Groundwater flooding Low (within 50m) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:90:Aquifer status of groundwater held within superficial geology. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:92:Aquifer status of groundwater held within bedrock geology. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:92: groundwater due to localised features such as fissures, thin permeablehorizons and R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94: Groundwater vulnerability R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94:5.3 Groundwater vulnerability R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94:An assessment of the vulnerability of groundwater to a pollutant discharged at ground level based on the 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: High - Areas able to easily transmit pollution to groundwater. They are likely to be characterised by high R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:94:Features are displayed on the Groundwater vulnerability map on page 58 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:95:5.4 Groundwater vulnerability- soluble rock risk R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:96:5.5 Groundwater vulnerability- local information R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:96:groundwater team through the Environment Agency National Customer Call Centre on 03798 506 506 or by R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:97:5.6 Groundwater abstractions R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:97:Licensed groundwater abstractions for sites extracting more than 20 cubic metres of water a day and includes R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:98:Source Protection Zones in the confined aquifer define the sensitivity around a deep groundwater abstraction R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:99: WFD Groundwater body boundaries R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:100:coastal waters and groundwater through river basin-level management planning. In terms of surface water, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:101:6.5 WFD Groundwater bodies R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:101:Groundwater bodies are also covered by the Directive and the same regime of objectives and reporting R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:101:Explorer to find out more about each groundwater body listed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102:Records of historic flooding from rivers, the sea, groundwater and surface water. Records began in 1946 when R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107: 9 Groundwater flooding R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107:9.1 Groundwater flooding R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107:Groundwater flooding is caused by unusually high groundwater levels. It occurs when the water table rises R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107:above the ground surface or within underground structures such as basements or cellars. Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:107:Features are displayed on the Groundwater flooding map on page 71 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:155:peat and may compress if loaded by overlying structures, or if the groundwater level changes, potentially R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:18:Any groundwater recovered from excavations will be pumped and shall be treated in order to make R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:25: unmade ground where it could pollute groundwater; R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:25: unmade ground where it could pollute groundwater; R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:26: groundwater environment); 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: Groundwater is typically resting within the Made Ground on-Site, with groundwater in the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:5: Made Ground likely to be in hydraulic continuity with groundwater in the underlying R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:5: aquitard between the overlying granular superficial deposits and bedrock. Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:5: of the Site, albeit this is unlikely to be in hydraulic continuity with groundwater beneath the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:5: Sources Diffuse groundwater contaminants found throughout the Site associated with Made Ground R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:5: concentrations of these compounds were associated with groundwater collected from the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:6: The pathways modelled comprised lateral migration in groundwater through the Tidal Flat R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:6: groundwater was not modelled on the basis that dissolved phase CoC were considered to R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:6: provide a good indication of the potential risks, given that groundwater is relatively shallow 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:6: Groundwater associated with the designated aquifers underlying the Site (primarily the Tidal R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:6: Receptors industrial history of the Site and its surroundings, the brackish nature of groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:6: identified in the north of the Site, the absence of potable groundwater abstractions in the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Table A Groundwater Elevations: 13 November 2017 and 9 August 2021 ………………………………………… 18 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Table B Difference in Groundwater Elevations in Dual Screened Monitoring Wells …………………………. 18 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Table C Calculated Salinity of Groundwater …………………………………………………………………………………… 22 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Table G Summary of Contaminants Exceeding Water Quality Standards in Groundwater……………….. 39 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Table I Summary of Exceedances of Water Resource SSAC in Groundwater ………………………………….. 57 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Table 2 Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Figure 6 Groundwater Contour Plan R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:9:Figure 8 Distribution of Dissolved Phase Total TPH in Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:10: Groundwater Elevation Data 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 Groundwater with GAC 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:• 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: between groundwater and a pond identified to the north of the Site (AECOM 2021a). 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:20:(corridor pipeline), given that this could form a potential pathway for lateral migration of groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:20:Additionally, groundwater contour plots of six monitoring visits from December 2017 to November 2021 have R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:20:been produced and are presented as Figures 6a to 6f. Groundwater contour plots have been created for dates R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:21:2.4.1 Groundwater Elevation R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:21:The depth to groundwater, groundwater elevation, lithology screened and unit within which groundwater was R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:21:A comprehensive table presenting the full groundwater elevation dataset collected between October 2017 and R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:21:November 2021 and a summary of the groundwater elevation data per well is presented in Appendix F Table 1 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:22:Table A Groundwater Elevations: 13 November 2017 and 9 August 2021 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:22: Monitoring Well Water Depth (m Water Level (m Lithology groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:22:given observed changes in groundwater elevations beneath the Site over time. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:22:Table B Difference in Groundwater Elevations in Dual Screened Monitoring Wells R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:23:within the same dual well installation. Groundwater within the Made Ground is likely to be in continuity with R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:23:groundwater within the underlying Tidal Flat Deposits based on the small head difference typically observed, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:23:variability in the head difference observed could be in part due rainfall events, where groundwater in the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:23:line with the findings reported above, although the average groundwater level within the Mudstone was R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:23:consistently higher than that of the average groundwater level within the tidal sands at each location (rather R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:24:2.4.2 Groundwater Flow Direction R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:24:Review of groundwater elevation data collected on 13 November 2017 for the S1 and S2 series well which R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:24:Groundwater elevation data collected on 9 August 2021 for the MS series monitoring well (and including off- R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:24:groundwater elevations in LF\BH02, which were consistently higher than the closest on-Site monitoring well R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:24:monitored (MS\BH02). It is noted that spot groundwater gauging data did not include LF\BH02, which is located R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:24:spot groundwater gauging, with elevations consistently lower than those observed on-Site. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:24:Review of the groundwater elevation data collected on 9 August 2021 for monitoring wells screening the bedrock R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:25:groundwater flow (or the yields likely required for a viable abstraction). R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:25:measured in the groundwater samples collected assuming all chloride resulted from sodium chloride (NaCl). It R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:25:and used to determine whether the groundwater underlying the Site was likely to be saline, brackish or fresh. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:26:Table C Calculated Salinity of Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:26:of the groundwater elevations across the monitoring period indicated no tidal influence was present. This is R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:26:Tidal Flat Deposits. Review of the groundwater elevations monitored across a period of nearly 4 months R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:27:Section 2.4.4 concluded that groundwater underlying the Site may be brackish. As stated in Section 2.4.4, this R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:27:The Site is not located within a groundwater Source Protection Zone (SPZ). R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:27:relationship between Pond 14 and groundwater / coastal waters. This included but was not limited to: a review R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:28: embankments exceed losses from infiltration and evaporation. No influence from groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:28: not very permeable in this area and does not support significant volumes of groundwater.” R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:28:Based on the above, Arcadis considers that the pond (Pond 14) is unlikely in continuity with groundwater 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:30:included as Appendix I5. The distribution of the maximum dissolved phase total TPH measured in groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:30:sampled from monitoring wells during the most recent groundwater sampling undertaken at each location is 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:32:considered unlikely to be in hydraulic continuity with groundwater, and as such, is not considered a potential R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:32:protected land immediately adjacent to the northern Site boundary, impacted groundwater would need to be R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:32:In addition to surface water, groundwater within the underlying superficial deposits (primarily Tidal Flat Deposits, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:32:designation) is also considered a potential receptor. Groundwater within bedrock beneath the Site is considered R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33: impacts towards the surface of groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:• Lateral migration of potentially impacted groundwater towards the identified water resource receptors. 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:• Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:• Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration 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:33:• Lateral migration off contaminants in groundwater associated with potential off-Site sources (Made Ground R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:• Lateral migration of contaminated groundwater associated with off-Site sources such as Made Ground R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:35:• The most recent groundwater data collected in 2018 and 2021 (AEG 2018, 2021 and AEG 2022) from on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:35:B. (2) Vapour inhalation of indoor or outdoor air from contaminated groundwater (potential CoC include R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:4.2.3 Selection of Groundwater Inhalation GAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:The inhalation GAC are listed against maximum recorded groundwater concentrations in Appendix K. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:4.2.4 Inhalation from Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:Contaminants of concern in groundwater samples were screened against inhalation GAC (where applicable) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:that are protective of human health via an inhalation from groundwater pathway (potential pollutant linkage B R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:A summary of the 72No. groundwater samples obtained from 37No. monitoring wells beneath the Site are listed R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:39:Based on the above, the risk to human health from measured concentrations of CoC in groundwater is not R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:None of the volatile contaminants of concern recorded in groundwater exceeded GAC for potential inhalation R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:E. Leaching of CoC from Made Ground to groundwater in superficial deposits and subsequent lateral R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:G. Horizontal migration of contaminants in groundwater on to Site R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:H. Migration of CoC in groundwater into off-site surface water features (the North Sea), with the North Sea R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:Concentrations of CoC in groundwater samples collected from the Made Ground, superficial deposits and R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:bedrock have been compared to Water Quality Standards (WQS). On the basis that groundwater beneath the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:to 1970s), it is considered that measured concentrations of CoC in groundwater are reflective of equilibrium R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:40:conditions i.e. groundwater quality is suitable to assessing the potential risks from linkages E to H. However, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:42:4.3.2 Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:42:The maximum measured concentrations of CoC in groundwater samples collected in 2004 (Enviros 2004), 2018 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:43:The results of groundwater monitoring of off-Site well LF\BH01 (installed and sampled in 2021), which is located R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:43:Table G Summary of Contaminants Exceeding Water Quality Standards in Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:46:* Maximum measured is grab sample from trial pit. May not represent groundwater concentrations and 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:to be present, contaminants must first partition into groundwater. As such, measured concentrations of CoC in R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:47:groundwater are considered to best represent the potential risk to water resources. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:50:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons, PAH, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:50:groundwater monitoring events undertaken in 2004, 2018 or 2021 (Enviros 2004, AEG 2018 and AEG 2022). R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:52:5.3.3 Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:52:on-Site groundwater samples analysed. The range in the majority of metal concentrations and sulphate R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:52:• Iron, where the highest concentration of 4,500µg/l (MS\BH12) was measured in groundwater collected from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:52: was measured in groundwater collected from a monitoring well screening the Made Ground in the north of R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:52: the Site, in the vicinity of the iron ponds. Concentrations in groundwater within the 18No. remaining samples R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:52: measured in groundwater. Like S2-BHA04S, MS\BH03 is located in the north of the site, in the vicinity of the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:52:• Manganese, where the highest concentration of 1,400µg/l (S2-BHA05) was measured in groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53: Manganese was tested for in 13No. locations. The highest concentrations in groundwater appear to loosely R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53: (S2-BHA04S) was measured in groundwater collected from a monitoring well screening the Made Ground R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53: in the north of the Site, in the vicinity of the iron ponds. Concentrations in the remaining groundwater samples R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53: with monitoring wells screening the Made Ground. Concentrations in groundwater within the remaining R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:which they are present, the cation or anion capacity of the underlying geology alongside the pH of groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:groundwater beneath the Site and in off-Site hydraulically down gradient monitoring well LF\BH01 is typically R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:9.5) for monitoring wells screening bedrock. The presence of alkaline conditions in groundwater is in line with R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:likely that the pH encountered in groundwater beneath the Site is influencing the observed distribution of R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:dissolved phase metals in groundwater beneath the Site. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:present in groundwater beneath the Site as a result of a diffuse Made Ground source, it is plausible that the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:portion of the Site is unclear, particularly given that iron in groundwater sampled from the same location from a R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:superficial deposits (21 of the 31No. groundwater samples analysed, including within off-Site monitoring well R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:LF\BH01 at a concentration of 100µg/l) and bedrock (10 of the 15No. groundwater samples analysed including R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:53:thiocyanate were generally associated with groundwater samples collected from monitoring wells screening R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:Ammoniacal nitrogen was measured above the laboratory MDL in all 69No. groundwater samples analysed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:discernible link to on-Site sources. Concentrations within groundwater within the superficial deposits ranged R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:concentrations also measured in off-Site well LF\BH01. Concentrations within groundwater within the bedrock R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:concentrations (>1mg/l) of ammoniacal nitrogen in groundwater sampled from wells screening the bedrock were R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:Sum TPH (C5-C35) was measured above the laboratory MDL in 33 of the 78 groundwater samples analysed, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:groundwater ingress in trial pit MS\TP06, and it is likely that given the nature of the sample (grab sample) that R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:• 24No. (of 28) groundwater samples collected from monitoring wells screening Made Ground, with detections R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:• 30No. (of 34) groundwater samples collected from monitoring wells screening superficial deposits. Sum R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:• 14No. (of 16) groundwater samples collected from monitoring wells screening bedrock, including off-Site R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:54:which comprised solely aliphatic and aromatic C5-C10, with groundwater collected from MS\BH12D (also R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:with measured concentrations of sum TPH in groundwater from either the Made Ground of superficial deposits. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:PAHs were detected above the laboratory MDL in the majority of groundwater samples analysed, including R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:superficial deposits (11 of the 24No. groundwater samples analysed) and bedrock (5 of the 9No. samples R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:analysed). The highest concentrations of sum PAH were associated with groundwater samples collected from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:Within groundwater, a similar observation is made; concentrations appear relatively widespread across the Site, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:the distribution in groundwater is likely to be influenced by the generally alkaline pH identified in groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55:The following compounds were potentially identified as being present in groundwater as a result of a localised R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:55: measured in groundwater collected from the north of the Site in the vicinity of the iron ponds, tar and R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:• Elevated zinc in groundwater collected from monitoring wells in the eastern portion of the Site in the steel R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56: plant footprint, albeit zinc was measured above the MDL in groundwater across the Site R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:• TPH, which were detected sporadically in groundwater and generally at relatively low concentrations, with R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:In general, concentrations in groundwater were highest in monitoring wells screening the Made Ground, with R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:There are however exceptions, such as TPH; while the highest concentration of sum TPH in groundwater is R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:groundwater collected from the bedrock aquifer. The signature of the TPH in the bedrock aquifer differs 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:On the basis that groundwater across the Site has been identified at relatively shallow depths, the generally R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:groundwater will have reached equilibrium conditions. As such, measured concentrations of CoC in groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:It is noted that CoC have been measured in groundwater collected from the bedrock aquifer. However, on the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:56:groundwater within the Made Ground as a source is considered to provide a more conservative evaluation of R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:57:Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:57:Groundwater has been primarily identified resting within the Made Ground beneath the Site, although was R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:57:off-Site monitoring well LF\BH01. Groundwater within the superficial Tidal Flat Deposits beneath the Site and R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:57:the likely brackish nature of the underlying groundwater (superficial deposits are indicated to be brackish in the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:57:northern portion of the Site based on analytical testing), groundwater abstraction for potable water is unlikely to R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:57:Groundwater within the Made Ground is not considered as a receptor in the absence of an aquifer classifications R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:57:measured concentrations of CoC in groundwater beneath the Site given the depth to water encountered and R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:57:that exposure to potentially impacted groundwater is unlikely to occur. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:58:albeit groundwater is resting in a limited number of locations at the interface of the Tidal Flat Deposits and Made R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:58:Site, and located approximately 150m away), where groundwater was resting within the Tidal Flat Deposits. As R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:58:of the Made Ground is sufficient to intercept groundwater, it is considered unlikely that a continuous pathway to R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:58:impacted groundwater towards the identified water resource and ecological receptors. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:59: Groundwater and gradient direction) were adopted more distant compliance point of up to 250m may be R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:59: Groundwater was resting in the Tidal Flat Deposits in R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:59: approximately 225m north of the Site, groundwater was R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:60:phases, given that groundwater is shallow and the relatively granular nature of the underlying aquifer. However, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:60:For groundwater, the SSAC have been compared to the theoretical solubility. Where the SSAC exceeds the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:61:The measured concentrations of CoC in groundwater collected to date in 2018 and 2021 (AEG 2018 and 2021) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:61:3No. groundwater samples collected in 2004 have been included in the comparison to provide Site coverage R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:61:concentrations of CoC in groundwater from LF\BH01 may be present as a result of lateral migration of CoC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:61:Table I Summary of Exceedances of Water Resource SSAC in Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:63:* Grab sample from a trial pit, in which a sheen on groundwater was noted. As such, the measured R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:63:on 200m. Further, it is noted that the Site is not located within an SPZ, with no groundwater abstractions in the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:63:vicinity. As discussed, groundwater beneath the Site and hydraulically down gradient is considered to be of R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:63:• Groundwater within the superficial deposits in the north of the Site is brackish; R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:65: concentration in groundwater of 2,700mg/l. On the basis that the maximum measured concentrations are R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:65: equivalent to that of seawater (to which groundwater will discharge), and that the land beneath the Site has R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:66:• The Site is not located within an SPZ and there are no groundwater abstractions in the vicinity; R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:66:• Groundwater associated with the superficial deposits in the north of the Site is brackish, precluding the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:66:• The land to the north is ecologically protected, with future groundwater abstraction in this area unlikely. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:66:inorganics in groundwater (such as pH and anion exchange capacity), that a reduced compliance point distance 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:Environment Agency, 1999. The Fuel Additive MTBE – a Groundwater Protection Issue. National Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:68:Environment Agency, 2009c. Petroleum Hydrocarbons in Groundwater: Supplementary Guidance for R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:68:Environment Agency, 2017. Groundwater Protection – Land contamination groundwater compliance points: R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:69:McWorter, D.B., and Sunada, D.K., 1977. Groundwater Hydrology and Hydraulics, Ft. Collins. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:71: 3 Montgomery 2007. Groundwater Chemicals Desk Reference, 4th Edition. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:72:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:73:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:74:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:75:Table 2: Comparison of Measured Concentrations of CoC in Groundwater with SSAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:83: (SSSI, RAMSAR&SPA)- INFERRED GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:90: GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:90: A GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:91: GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:91: 2.8 Groundwater elevation contours are based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:91: 5 groundwater elevation measurements taken from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:91: GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:92: 12AB2 GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:92: @ MS\BH17D GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:93: GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:93: Groundwater elevation contours are based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:93: 3.3 groundwater elevation measurements taken from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:93: GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:94: 12AB2 GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:94: A GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:95: GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:95: 3.2 Groundwater elevation contours are based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:95: 5 groundwater elevation measurements taken from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:95: GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:96: A GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:96: Groundwater elevation contours are based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:96: groundwater elevation measurements taken from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:96: Where multiple groundwater elevation measurements R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:96: GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:97: A GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:97: Groundwater elevation contours are based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:97: groundwater elevation measurements taken from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:97: GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:98: A GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:98: Groundwater elevation contours are based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:98: groundwater elevation measurements taken from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:98: Where multiple groundwater elevation measurements R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:98: GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:99: A GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:99: Groundwater elevation contours are based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:99: groundwater elevation measurements taken from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:99: GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:100: A GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:100: 2. Groundwater elevation contours are based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:100: 80 groundwater elevation measurements taken from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:100: Where multiple groundwater elevation measurements R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:100: GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:101: A GROUNDWATER CONTOUR R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:101: Groundwater elevation contours are based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:101: groundwater elevation measurements taken from R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:101: GROUNDWATER CONTOUR PLAN R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:103: Groundwater 2017-2021 - Superficial Deposits R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:104: Groundwater 2021 - Bedrock R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:105:GLACIOLACUSTINE DEPOSITS AQUIFER SLIGHTLY GRAVELLY MIGRATION OF GROUNDWATER IS ANTICIPATED TO R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:105: GROUNDWATER FLOW DIRECTION R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:107: groundwater, building fabric or other samples) have not been 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:Information Summarised: Exploratory Hole Location Plan, Trial Pit Logs, Borehole Logs, Groundwater 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:Groundwater Summary R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:110: 3. Groundwater sampling results and certificates presented in Appendix 9 of the report R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:110: 5. Groundwater analytical results screened to current risk based criteria as part of the Appendix K R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:110: 6. Groundwater Elevation from Table 6 of the report is reproduced below, relevent wells are highlighted R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:144: Groundwater Contour R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:144: 15-A-B1 Direction of Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:144: GROUNDWATER FLOW DIRECTION R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:146:Groundwater Summary R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:152: From 3.2m: Groundwater in flow, Slightly discoloured. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:199: TP Terminated at 2.4m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:201: TP Terminated at 1.9m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:203: TP Terminated at 2.5m due to groundwater - fast inflow R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:206: TP Terminated at 2.2m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:210: 3.40 ES TP Terminated at 3.6m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:210: TP Terminated at 3.6m due to groundwater 4 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:216: TP Terminated at 2.9m due to groundwater and collapsing R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:217: TP Terminated at 2.9m due to groundwater and collapsing R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:219: TP Terminated at 2.3m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:220: TP Terminated at 2.2m due to groundwater - fast inflow from 2m R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:223: From 3.0m: Hydrocarbon odour. Example taken. No groundwater 3 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:225: From 4.0m: Groundwater settled after 10 mins at 4.0m. 4 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:241: TP Terminated at 3.6m due to groundwater 1 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:245: TP Terminated at 3.8m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:248: TP Terminated at 4.1m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:251: TP Terminated at 4m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:253: TP Terminated at 3.7m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:257: TP Terminated at 2.4m due to groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:311:Groundwater Summary R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:311: 2. Groundwater analytical results screened to current risk based criteria as part of the Appendix K R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:311: 3. Summary of groundwater elevetion monitoring and analysis is presented Appendix F. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:315: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:315: No groundwater inflow observed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:318: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:318: No groundwater inflow observed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:321: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:321: No groundwater inflow observed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:325: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:325: No groundwater inflow observed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:390: TIDAL GROUNDWATER MONITORING R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:391: TIDAL GROUNDWATER MONITORING R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:392: TIDAL GROUNDWATER MONITORING R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:393: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:393: No groundwater inflow observed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:413:Groundwater Summary R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:413: 2. Groundwater analytical results screened to current risk based criteria in Appendix K R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:413: 3. Summary of groundwater elevetion monitoring and analysis is presented in Appendix F R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:417: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:417: No groundwater inflow observed. Damp between 3.50-4.50m. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:420: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:420: No groundwater inflow observed. Damp between 2.00-4.50m BGL. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:423: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:423: No groundwater inflow observed. Damp between 3.00-4.50m BGL. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:426: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:429: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:432: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:432: No groundwater inflow observed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:435: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:438: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:441: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:441: No groundwater inflow observed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:445: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:445: No groundwater inflow observed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:450: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:453: PLAN GROUNDWATER R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:453: No groundwater inflow observed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:749: Note: VWP-MSBH10 (CH4) data is not plotted due to groundwater level being periodically above VWP tip - see data ta R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:751: Note: VWP-MSBH06 (CH4) data is not plotted due to groundwater level above VWP tip - see data table for further infor R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:791: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:791: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:791: LF\BH01 Groundwater LF\BH01 Temperature R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:792: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:792: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:792: MS\BH03 Groundwater MS\BH03 Temperature R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:793: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:793: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:793: MS\BH05 Groundwater MS\BH05 Temperature R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:794: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:794: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:794: MS\BH07 Groundwater MS\BH07 Temperature R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:795: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:795: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:795: MS\BH12 Groundwater MS\BH12 Temperature R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:796: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:796: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:796: MS\BH13 Groundwater MS\BH13 Temperature R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:797: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:797: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:797: MS\BH14 Groundwater MS\BH14 Temperature R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:798: GROUNDWATER MONITORING DATA R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:802:Groundwater Elevation Data R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:802:Groundwater Elevation Data R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:803: Appendix F, Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:804: Appendix F, Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:805: Appendix F, Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:806: Appendix F, Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:807: Appendix F, Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:808: Appendix F Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:809: Appendix F, Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:810: Appendix F, Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:811: Appendix F, Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:812: Appendix F Table 1: Groundwater Elevation Levels by Geological Unit R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:812: LF' Series boreholes are offsite, however, have been included here as part of the groundwater elevation studies asa point between the site and the estuary. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:821:Appendix G - Schedule of Analysis (Groundwater) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:827: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:827:Soil, Leachate and Groundwater Data (Enviros 2004, AEG 2018 and AEG R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:940:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:941:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:942:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:943:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:944:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and AEG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:945:Appendix I Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:946:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:947:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:948:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:949:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:950:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:951:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:952:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:953:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:954:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:955:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:956:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:957:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:958:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:959:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:960:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:961:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:962:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:963:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:964:Appendix I, Table 4: Groundwater data (Enviros 2004, AEG 2018 and A EG 2022) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:968:Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:968:Groundwater with GAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:969:Appendix K- Table 1: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:969:* Only compounds measured above the laboratory Method Detection Limit during groundwater monitoring in 2004 (Enviros 2004), 2018 (AEG 2018) and 2021 (AEG 2021) are included here. Analytical testing suites comprised metals and inorganics, Total Petroleum R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:969: in any of the 15 leachate samples analysed. With the exception of three detections of hexavalent chromium in groundwater from monitoring wells screening the bedrock aquifer, hexavalent chromium was not detected in the remaining 47 groundwater samples analysed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:969:NVP No vapour pathway. Contaminant has only a low vapour pressure in groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:970:Appendix K- Table 1: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:970:* Only compounds measured above the laboratory Method Detection Limit during groundwater monitoring in 2004 (Enviros 2004), 2018 (AEG 2018) and 2021 (AEG 2021) are included here. Analytical testing suites comprised metals and inorganics, Total Petroleum R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:970: in any of the 15 leachate samples analysed. With the exception of three detections of hexavalent chromium in groundwater from monitoring wells screening the bedrock aquifer, hexavalent chromium was not detected in the remaining 47 groundwater samples analysed. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:970:NVP No vapour pathway. Contaminant has only a low vapour pressure in groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:971:Appendix K- Table 2: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:971:* Only compounds measured above the laboratory Method Detection Limit during groundwater monitoring of dual installed off-Site monitoring well LF\BH01 included, with monitoring undertaken in 2021 (AEG 2021). Analytical testing suites R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:971:*** Hexavalent chromium was detected in groundwater from one and five groundwater samples collected from monitoring wells screening the superficial and bedrock aquifer, respectively (considering not only LF\BH01 but also on-Site wells). 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:971:NVP No vapour pathway. Contaminant has only a low vapour pressure in groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:972:Appendix K- Table 3: Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:972:5 Benzene was detected in 5 of 72 samples analysed (including on-Site wells and off-Site well LF\BH01) with the highest concentration of 58µg/l measured in groundwater collected from MS\BH03D (screening bedrock and located in the northeast of the Site, with the compounds measured consistent with the presence of R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:972: light end TPH measured in this location). The remaining detections were within monitoring wells screening the Made Ground, at a maximum concentration of 5.2µg/l. Ethylbenzene was detected in a single sample of 72No. analysed associated with the groundwater sample collected from MS\BH03D at 210µg/l. The 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:972:8 Monohydric phenols represents a group of compounds including phenol, methyl phenols and xylenols. The WQS presented is based on the EQS for phenol, with none of the measured concentrations of phenol in groundwater sampled from beneath the Site in excess of the EQS. Concentrations of monohydric phenol 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: 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:983: Hydraulic gradient was calculated using site specific groundwater elevation data gathered during groundwater monitoring R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983:Hydraulic Conductivity Level 3 Groundwater Sensitivity Testing - Hydraulic Gradient R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983: Groundwater 10000 Hydraulic Gradient R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983:(m/day) Groundwater SSAC (µg/l) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983: SSAC (µg/l) (-) Groundwater 1400 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983: Level 3 Groundwater SSAC (µg/l) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983: Level 3 Groundwater SSAC (µg/l) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983:Effective Porosity (-) Level 3 Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983: Groundwater Organic Carbon (-) 245.0000 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983:Groundwater 800 SSAC (µg/l) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983: SSAC (µg/l) Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983: Level 3 Groundwater SSAC (µg/l) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:983: Level 3 Groundwater SSAC (µg/l) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:984: The average groundwater elevation within the off-Site well LF\BH01 (screening Tidal Flat Deposits) of 2.7m AOD (based on R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:984:Aquifer Bulk Density Level 3 Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:984: 3 Groundwater Thickness (m) 245 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:984:(g/cm ) Groundwater 245.000 SSAC (µg/l) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:984: SSAC (µg/l) Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:984: Level 3 Groundwater SSAC (µg/l) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:984: Level 3 Groundwater SSAC (µg/l) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:986:Width of groundwater source area (m) 650 Site data (approximate width of Site) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:988:soils and/or groundwater. 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:988: ConSim v.2.5 Contamination Impact on Groundwater: Simulation by Monte Carlo Method, version R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:988: such, is a useful tool for sites where groundwater is present at a considerable depth. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:992:• Groundwater remedial target exceeds the theoretical solubility concentration (source: TPHCWG, 1995). R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:993:• Groundwater remedial target exceeds the theoretical solubility concentration (source: TPHCWG, 1995). R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:994: Level 3 - Groundwater See Note 0 Calculate for ionic organic chemicals (acids) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:994: Initial contaminant concentration in groundwater at plume core C0 1.00E+00 mg/l 0 10 20 30 40 50 60 15.0 2.41E-01 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:994: Distance (lateral) to compliance point perpendicular to flow direction z 0.00E+00 m Vertical dispersivity ay 1.00E-99 5.00E-02 2.98E-02 This sheet calculates the Level 3 remedial target for groundwater, based on the distance 42.5 1.77E-02 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:994: 0 Time since pollutant entered groundwater t 9.00E+99 days time variant options only For calculated value, assumes ax = 0.1 *x, az = 0.01 * x, ay = 0.001 * x solution methods are included, the preferred option is Ogata Banks. 47.5 1.10E-02 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:994: Longitudinal dispersivity ax 5.00E+00 m see options The measured groundwater concentration should be compared R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:994: Groundwater flow velocity v 1.65E-02 m/d such as oxidation by O2, NO3, SO4 etc than an alternative solution should be used R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:994: Remedial Target 2.31E-01 mg/l For comparison with measured groundwater concentration. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:995: Level 3 - Groundwater See Note 0 Calculate for ionic organic chemicals (acids) R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:995: Initial contaminant concentration in groundwater at plume core C0 1.00E+00 mg/l 00 1050 20 100 30 150 40 200 50 250 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:995: Distance (lateral) to compliance point perpendicular to flow direction z 0.00E+00 m Vertical dispersivity ay 1.00E-99 2.00E-01 6.21E-02 This sheet calculates the Level 3 remedial target for groundwater, based on the distance 170.0 2.50E-05 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:995: 0 Time since pollutant entered groundwater t 9.00E+99 days time variant options only For calculated value, assumes ax = 0.1 *x, az = 0.01 * x, ay = 0.001 * x methods are included, the preferred option is Ogata Banks. 190.0 7.19E-06 R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:995: Longitudinal dispersivity ax 2.00E+01 m see options The measured groundwater concentration should be compared R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:995: Groundwater flow velocity v 1.65E-02 m/d such as oxidation by O2, NO3, SO4 etc than an alternative solution should be used R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:995: Remedial Target 5.19E+02 mg/l For comparison with measured groundwater concentration. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:5: Groundwater Management ……………………………………………………………………………………… 23 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:11:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:14:Groundwater flow was noted to be towards the north within the Tidal Flat Deposits and the northeast R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:14:of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till. In R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:15: Geology Aquifer Classification Groundwater flow R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:15:predominantly rainwater fed with little influence from tidal variation and groundwater.” R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:15:to be a significant pathway between the ponds and on site groundwater. R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:15:groundwater sampling. A potential data gap has been identified in the vicinity of the former blast furnace R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:18: due to changes in loading or groundwater regime; R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:24:• Manage perched and confined groundwater within the Made Ground encountered during R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29: Groundwater Management R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29:Perched groundwater and accumulated water are anticipated to be encountered within excavations and R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29:works. Excavations should be managed to maintain perched groundwater in the immediate vicinity it is R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:30:4.3.7.1 Removal of NAPL on Groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:30:If free phase NAPL is encountered on groundwater during excavation works, the Contractor shall R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:30:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:30:Section 1.4 localised NAPL is anticipated to be identified on perched groundwater within relic structures R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:30:to expose the groundwater table and identify if it is impacted by the above material. Should significant R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32: Ensure that no NAPL is present on No visible NAPL to be recorded on groundwater R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32: groundwater as far as is reasonably or accumulated water as far as reasonably R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:36:4.3.14.2 Groundwater Monitoring R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:36:The Contractor shall monitor groundwater levels in selected existing monitoring wells to manage the R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:36:The Contractor shall establish a groundwater sampling plan comprising selected existing monitoring R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:39: • Groundwater elevation data; and, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:39: • Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:39: • Groundwater testing from on site wells to confirm aquifer conditions during remediation; and, R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:49:ammonia, sulphate, pH. On-Site Groundwater Source R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:49: Off-Site Groundwater R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:7:development will incorporate appropriate measures to avoid any discharges to groundwater. The R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:7:groundwater and accumulated water encountered during the remediation of the site will be dealt R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:10:background conditions within the local groundwater, or perched water within the made ground. These same R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:10:have on the local groundwater or perched water within the made ground. These boreholes will be identified and R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:5: Groundwater Management ……………………………………………………………………………………… 28 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:8:  Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:8:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:10:Groundwater was noted within the Made Ground in approximately 50% of locations at depths between R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:10:0.3 and 3.5 mbgl; inflow rates ranged between low to heavy. The groundwater is considered to be R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:10:considered to represent a consistent groundwater body across the site. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:10:Groundwater was identified in both the Superficial Deposits and bedrock, inferred groundwater flow is R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:10: Geology Aquifer Classification Groundwater flow R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:13:Made Ground and groundwater samples. A DQRA (Detailed Quantitative Risk Assessment) is in R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:13:remediation is required for the protection of groundwater resources. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:14: due to changes in loading or groundwater regime; R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:14: groundwater movement; R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:17:Environment Agency (groundwater team) with respect to the remediation strategy. Planning permission R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:18:2.12.1.2 Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:18:health in groundwater. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:20: Manage perched and confined groundwater within the Made Ground encountered during R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:21: Geology/Hydrogeology e.g. Aquifer hydraulic conductivity, groundwater flow velocity, permeability, R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:27:  Groundwater management and treatment may be required where excavation of saturated Made R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:28:  Groundwater management and treatment may be required where excavation of saturated Made R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:28:  Excavation below the groundwater table may not be feasible / cost effective. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:32:the Local Authority and the Environment Agency (groundwater team) with respect to the remediation R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34: Groundwater Management R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:Groundwater and accumulated water is anticipated to be encountered within excavations and R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:excavations. Recovered groundwater will be sampled and classified to allow appropriate disposal, R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:storage of groundwater or accumulated water shall be within storage vessels, which are to bunded and R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:35:7.3.6.1 Removal of NAPL on Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:35:If NAPL is encountered on the groundwater during excavation works its recovery will be required prior R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:35:to groundwater discharge. Recovery will continue until no visible NAPL is observed or further recovery R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:35:extended to expose the groundwater table and identify if it is impacted by the above material and if R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:35:groundwater treatment is required. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:36: groundwater as far as is reasonably groundwater or accumulated water as far R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:41:groundwater in the area of the proposed diversion and determine if measures to break the potential R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:43:  Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF:98: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils 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: sensitivity, productivity aquifer and saline intrusion into groundwater beneath the site and R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:6: groundwater. Groundwater within the area is recognised by the Environment Agency as being 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:11:classification of ‘Moderate’ and a chemical classification of ‘Good’. The groundwater and tributary surface R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:14: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:14: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:25: Groundwater R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:25: The groundwater samples appear to be grab samples from trial pits. 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: One round of groundwater monitoring from 10 groundwater metals, pH, R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:26: Groundwater: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:26: Groundwater samples from the By Products Plant and SLEMS areas also indicated concentrations R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:26: GROs). Free product was noted in groundwater monitoring wells in the By Products area, 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: Groundwater R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:26: The groundwater results showed 30 - 62 g/l of TPH at BH2B2 and BH2B3 in July 2007 and none in R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:26: 1B1 in January 2007. PAHs and BTEX were all below detection. No groundwater level data was R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:27: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to 6.84mAOD) and did 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:30: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:31: store and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:31: formal aquifer classification. Groundwater in the Made Ground is likely to be in continuity with groundwater R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:31: hydraulic continuity between groundwater in the Made Ground and shallow superficial deposits and surface R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:31: There are no licensed groundwater abstractions within 1km of the area. There are no SPZs within the site or R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or 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:32: is likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The presence R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: also influence groundwater flow. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: with shallow groundwater. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: Groundwater The groundwater sensivity has been based on The Guidance for the Safe Development of Housing on Land R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: groundwater abstractions within 2km and the area is not located within an SPZ. Given the widespread former R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: degradation of groundwater quality. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: Made Ground and Superficial deposits and therefore receive groundwater baseflow. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:42: Groundwater testing by Enviros (2004) encountered elevated sulphate concentrations. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:42: Shadbolt Environmental investigations (2011) analysed groundwater samples, with results R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:43: (SLEMS). There were no groundwater abstractions within 1km of the site and no designated SPZs R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:43: Previous ground investigations indicate shallow perched groundwater at 1.5m to 2.5m depth. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:43: Groundwater – Low Sensitivity, no groundwater abstractions, thick low permeability drift R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:43: waters in clay deposits of limited connectivity with groundwater in superficial deposits R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: Groundwater was encountered locally as perched water upon clay deposits in the base of the R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: holes, and many of the exploratory holes were dry whilst open. Only 3 samples of groundwater R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: samples were from trial pits, and results may not be representative of groundwater conditions. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: Perched groundwater was encountered at depths of 0.5-2.5m bgl. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: Visual evidence of hydrocarbons was present in perched groundwater in the Coke Works, by- R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:45: Perched groundwater was encountered at the base of the Made Ground at depths of 2.3-3.0m bgl. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:45: benzo(a)pyrene locally in 2 samples. Groundwater results for the 3 samples tested were reported R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:45: users for a commercial/ industrial land use. The risks to controlled waters (groundwater and R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:45: Perched groundwater was encountered at depths of 0.5-1.5m bgl. Groundwater flow was R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:46: Up to 15 samples of groundwater were analysed for a suite of potential contaminants. The results R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:46: UK drinking water standards). Elevated sulphate concentrations in groundwater was attributed to R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:46: groundwater), with respect to elevated PAHs and hydrocarbons at the former Coke Works and By- R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:46: Oily groundwater at the Blast Furnace and Power Station; R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:47: Enviros trial pits encountered shallow groundwater between 1m and 2m depth on the western R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:47: deposits (laminated silt and clay). Perched groundwater has been encountered at the site, at R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:47: notably elevated pH (alkaline conditions) present in slag at the site. Analysis of groundwater R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:49: Ground clay with occasional half of the site. Groundwater R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:49: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:49: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:63: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not possible to R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: classification. Groundwater in the Made Ground is likely to be in continuity with groundwater in the underlying R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: groundwater in the Made Ground and shallow superficial deposits and surface waters. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: investigation (Enviros, 2004) interpreted groundwater to have a general flow to the east. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: There are no licensed groundwater abstractions within 1km of the area There are no SPZs within the site or within R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or 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:65: likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The Sherwood R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: significant thickness of Mercia Mudstone, which will limit the vertical connectivity with shallow groundwater. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: Groundwater R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: Sensitivity The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: groundwater abstractions and the area is not located within a SPZ. Given the widespread former and current R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: groundwater quality. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:66: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:66: Ground and Superficial deposits and therefore receive groundwater baseflow. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:83: CH2M Hill reviewed the Enviros (2004) groundwater monitoring data. One round of testing was R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:83: conducted, and yanide and sulphur results exceeded the Tier 1 screening values in groundwater in R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:85: Groundwater quality was found to not have changed significantly. Data indicated the continued R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:85: groundwater quality. Control levels were proposed for ammoniacal nitrogen, chromium, lead, R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:85: Groundwater is reported as several metres below the base of the landfill. There is no leachate R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:86: canteen wastes have been disposed in the landfill. Groundwater below the Warrenby Landfill was R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:86: landfill indicates that groundwater quality is not significantly deteriorating in the vicinity of the R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:86: limited evidence of groundwater deterioration, but should be designed to encourage run off. R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:93: supply (Medium) Slightly elevated TPH in groundwater near fuel R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:94: Groundwater Leaching, infiltration and Pollution of Low Likelihood Moderate/low R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:94: (Medium) groundwater. Groundwater generally within R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:94: groundwater. Groundwater generally within R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: supply (Medium) Slightly elevated TPH in groundwater near fuel R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: Groundwater Infiltration and Migration via Pollution of Low Likelihood Moderate/low R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: permeable strata undifferentiated Slightly elevated TPH in groundwater near fuel R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: secondary Aquifer oil depot. Groundwater generally within Made R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: (Tees Estuary permeable strata Estuary Slightly elevated TPH in groundwater near fuel R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: SSSI) (Medium) oil depot. Groundwater generally within Made R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: Groundwater Infiltration and Migration via Pollution of Low Likelihood Moderator/low R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: permeable strata undifferentiated Slightly elevated TPH in groundwater near coke R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: (Medium) and benzol. Groundwater generally within Made R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: (Tees Estuary permeable strata Estuary Slightly elevated TPH in groundwater near coke R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:95: and benzol. Groundwater generally within Made R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:96: Groundwater Infiltration and Migration via Pollution of Unlikely Low R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:100:Remediation options associated solely with groundwater have not been taken forward for further appraisal, R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:4: Groundwater ……………………………………………………………………………………………………………………. 26 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Selection of Groundwater GAC …………………………………………………………………………………………..34 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Groundwater Risk Assessment ………………………………………………………………………………………….. 34 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Qualitative Risk Assessment for Substances in Groundwater Without GAC ……………………………..35 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Groundwater ……………………………………………………………………………………………………………………. 43 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:5: Qualitative Risk Assessment for Substances in Leachate/Groundwater without WQS ……………….46 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:6:GQRA – Summary of Groundwater Screen R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:8:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Installation of 12no. groundwater monitoring wells (including 2no. twin installations) with subsequent R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Groundwater sampling of all newly installed monitoring wells; R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:9: • Groundwater elevation survey of all newly installed monitoring wells. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:17:encountering groundwater, hard strata, or the pit stability. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:19:Previous investigations have indicated that shallow groundwater is present and was encountered between R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:19:0.5m and 2.5m bgl (Enviros 2008, MD2 2011). The site is not located within a Groundwater Source Protection R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:Groundwater was encountered in 56 out of 112 trial pits at depths of between 0.3m and 3.5m bgl, and noted R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:Groundwater is believed to be perched within the more granular horizons (and also within sub surface R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:structures) and flow dictated by localised preferential pathways. It was noted that groundwater levels within R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:the Made Ground showed considerable variation between adjacent trial pits indicating that groundwater is not R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:continuous in Made Ground across the site. Detail on the groundwater observations noted within trial pits is R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20: Figure 7: Groundwater Within Made Ground R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:20:Groundwater levels recorded within the shallow superficial deposits during the site investigation are shown in R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Borehole Aquifer to Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:classified as non-aquifers. Groundwater flow within the Glaciolacustrine Deposits is indicated to the north to R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:Groundwater levels recorded within the bedrock deposits during the site investigation are shown in the table R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:below and on Figure 8 in Appendix A. The resting groundwater levels in the monitoring wells screened across R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21:was noted that the resting groundwater elevations within the Mercia Mudstone are below those in the R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Borehole Aquifer to Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:22:The elevation data indicates that within the Redcar Mudstone Formation and Mercia Mudstone groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:22:migration of groundwater within more permeable horizons of the Glaciolacustrine Deposits and Glacial Till R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:22:The results of two additional groundwater monitoring visits are presented in 10035117-AUK-XX-XX-RP-ZZ- R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:25:Based on the inferred groundwater flow direction and position relative to the site the most likely source of off- R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater at base of the made ground R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:27: groundwater within made ground R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:32: Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:32:Metals were measured in all groundwater samples; metals boron, calcium, manganese, sodium, and iron were R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:Elevated levels of sulphate and chloride were measured in all samples. The pH of the groundwater in wells R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:majority of the samples showing a pH<8. Groundwater from monitoring well Prairie_AUK_BH102 screened R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:Concentrations of TPH were measured in groundwater sampled from three monitoring wells: R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:Low levels of VOC primarily alkyl benzene derivatives were identified in groundwater sampled from R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33: relation to soil would be considered active. Given the likely depth to groundwater (approximately 2 to 3m R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33: bgl in natural deposits, <1m bgl in some Made Ground), direct contact pathways in relation to groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33: are not considered active for groundwater within the natural deposits but potentially active for perched water R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Leaching of contaminants in the shallow soils to groundwater within the Superficial Deposits is considered R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration and R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:considered groundwater receptors at the site. The Glacial Till and Glaciolacustrine Deposits which underly the R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37:Assessment of risks arising from soil and groundwater contamination are assessed in accordance with the R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:37: B. Vapour inhalation of indoor and outdoor air from volatile contamination in shallow groundwater, R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40: Selection of Groundwater GAC R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:in groundwater), inhalation GAC have been derived by Arcadis for volatile contaminants in groundwater. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40: Groundwater Risk Assessment R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:Concentrations of volatile contaminants in 12 groundwater samples were screened against the inhalation GAC R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:health from inhaling volatile contaminants emanating from groundwater beneath the site (potential pollutant R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:40:in groundwater is not considered to be significant. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41: Qualitative Risk Assessment for Substances in Groundwater Without GAC R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:Many were not measured above MDL in groundwater. Based on a review of the MDLs, these are not R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:hydrocarbon fuels. Both compounds were measured above MDL in one groundwater sample only, taken from R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:BH109. The maximum concentration of TPH was identified in the same groundwater sample. On this basis it R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:41:groundwater sampled from one location screening the Glaciolacustrine Deposits (BH101S). Given the R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43: 1) Leaching of CoC from Made Ground to groundwater in Tidal Flat Deposits R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43: 3) Horizontal Migration of contaminated groundwater to the on-site watercourse R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43: 4) Migration of CoC in groundwater onto site from off-site sources R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43: 5) Migration of CoC in groundwater off site. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:43:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:49: Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:49:Twelve groundwater samples were obtained from monitoring wells and three grab samples were collected R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:It is noted that the groundwater pH in the Made Ground is alkaline (pH 12.5) and the pH of the groundwater is R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52: Qualitative Risk Assessment for Substances in Leachate/Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:any of the leachate or groundwater samples, where tested. As such, this compound is not considered to pose R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:below MDL in the groundwater samples, these contaminants are not considered to represent a risk to water R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:Four of the compounds, magnesium, sulphate, sulphur and chloride are present naturally in groundwater. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:52:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:concentration of chromium also measured in groundwater sampled from this location. Given the distribution of R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:53:contact with soil and/or groundwater. Substances such as dissolved metals, cations, phenols and R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:including slag materials) and groundwater were assessed using GAC. Concentrations of arsenic and PAHs R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:of human health in groundwater. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:Exceedances of Water Quality Standards (WQS) were recorded in soil leachate samples and groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:samples from the Made Ground, superficial deposits and the bedrock. Dissolved contaminants in groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:into shallow groundwater from the slag deposits and hydrocarbon impacts on the site. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:56:measured in leachate and groundwater and the presence of NAPL and tar. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:65:Title: Prairie - Groundwater Identified in Trial Pits R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:66: Title: Groundwater Elevations R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:2: On-Site Groundwater Source R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:2:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:4: On-Site Groundwater Source R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:4:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:10: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:11: Groundwater Observation Made at the Time of Site Works 4 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:11: Groundwater Monitoring Results 5 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:11: Continuous Groundwater/Tidal Monitoring Results 7 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:the ground and groundwater conditions on site prior to the proposed remediation works. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:this site in order to provide information on the subsurface ground and groundwater conditions as well as to R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:  Continuous groundwater/tidal monitoring. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:  Installation of gas/groundwater monitoring instrumentation. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:12:  Post site works gas/groundwater monitoring and groundwater sampling. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:3.6 Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:there is a possibility that this could have masked the discrete ingress of natural groundwater into the R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:Groundwater was encountered in the exploratory holes during the site works operation. Where groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:(collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:Site Works. Standing groundwater levels were recorded many exploratory holes at the beginning and/or end R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:Instruments were monitored for gas and groundwater on three occasions; one week after the completion of R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:readings is presented as Field Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:16:order to assess groundwater fluctuations over the period of a complete tidal cycle. The tidal cycle readings R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:Groundwater sampling was undertaken from all but one (BH102) of the installations during the second round R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:log the groundwater level during the test. A mechanical slug was then used to perform variable head (rising R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:22:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:24:Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:67:PRAIRIE_AUK_TP113 Machine excavated 3.80 Terminated due to concrete plinth and groundwater ingress. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:71: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:71: Groundwater seepage at 2.00m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:74: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:74: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:77: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:77: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:81: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:81: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:84: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:84: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:87: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:87: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:90: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:93: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:96: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:96: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:99: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:99: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:102: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:102: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:105: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:108:3.80 B10 Terminated at 3.80m BGL - due to concrete plinth and groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:108: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:112: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:116: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:121: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:121: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:124: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:124: Groundwater seepage at 2.60m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:127: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:127: Groundwater seepage at 1.40m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:130: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:133: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:133: Groundwater seepage at 1.50m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:136: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:139: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:142: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:145: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:148: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:148: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:152: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:152: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:154: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:154: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:157: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:157: Slight groundwater seepage (water perched on concrete base) at 2.70m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:160: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:163: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:163: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:166: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:169: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:169: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:172: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:172: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:175: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:175: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:178: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:182: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:182: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:186: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:186: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:189: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:189: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:192: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:195: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:204: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:204: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:207: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:207: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:210: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:210: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:213: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:216: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:216: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:219: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:219: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:222: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:225: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:228: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:231: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:231: Groundwater seepage at 1.70m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:234: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:234: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:236: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:236: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:238: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:238: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:115: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:144: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:145: Groundwater Observation Made at the Time of Site Works 4 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:146:order to provide information on the subsurface ground and groundwater conditions as well as to obtain R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:148:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:3.6 Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:It should be noted that groundwater levels may vary due to seasonal and other effects. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:Groundwater was encountered in the majority of trial pits during the site works operation. Where groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:150:tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of Site Works. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:151:Standing groundwater levels were recorded in none of the drillholes at the beginning or end of each drilling R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:156:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:158:Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:173: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:173: Groundwater seepage at 2.10m BGL (Slow inflow). R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:177: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:177: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:180: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:180: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:183: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:186: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:186: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:189: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:192: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:195: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:198: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:201: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:204: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:207: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:207: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:210:Groundwater Observations Made at the Time of Site Works R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Groundwater ………………………………………………………………………………………………………………………..7 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Groundwater ……………………………………………………………………………………………………………………… 7 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Human Health Groundwater Risk Assessment …………………………………………………………………….12 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Groundwater Risk Assessment ………………………………………………………………………………………….. 12 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Groundwater …………………………………………………………………………………………………………………….12 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:4: Qualitative Risk Assessment for Substances in Groundwater without WQS ……………………………..17 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:6:ground investigation; any design should take this into consideration. It should also be noted that groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:7: • Two groundwater sampling events at all newly installed monitoring wells; R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:7: locations due to obstructions. Groundwater was identified within Made R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8:A full summary of the hydrogeology at the site is given in Arcadis 2020a. Two additional rounds of groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8:The range in groundwater elevations measured over the three rounds of monitoring are briefly summarised R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Groundwater Groundwater Groundwater Depth to R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Borehole Aquifer Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8:Over the three monitoring visits, groundwater flow direction within the superficial deposits has varied based on R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8:interpolation of the groundwater elevations to form groundwater elevation contours, and been towards the east R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Groundwater Groundwater Groundwater Depth to R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Borehole Aquifer Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:Mercia Mudstone. Based on the consecutive groundwater elevations measured, the groundwater in BH105 is considered R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:Over the three monitoring visits, the inferred groundwater flow direction within the bedrock has been towards R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:North Sea. As such, the groundwater flow direction inferred for groundwater in both the superficial deposits R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:monitoring groundwater recharge in four monitoring well locations in June and July 2020: R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:Groundwater monitoring for potential tidal influence was undertaken by AEG in BH101D (located in the R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:Regular cyclical changes in the groundwater level were recorded in the monitoring wells. However, the peaks R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:influenced groundwater. The peaks and troughs were generally 8 hours apart and the change in water level R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:BH108D were interrupted by larger variations in groundwater elevation (in the order of 15cm and over a period R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:there is insufficient evidence to conclusively state that the groundwater is tidally influenced. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:measured in the groundwater samples collected assuming all chloride resulted from NaCl. The concentration R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10:used to determine whether the groundwater underlying the site was likely to be saline, brackish or fresh. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:Two additional groundwater monitoring visits and one round of surface water monitoring have been undertaken R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:AEG factual report in Appendix C. The results of the groundwater monitoring are briefly discussed in section R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12: Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12: Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:the base of the Superficial Deposits but in continuity with groundwater in the bedrock. A further four wells R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:screen the bedrock and one well is screened across the Made Ground. The results of all three groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:Metals were measured in all groundwater samples; barium, boron, calcium, manganese, sodium, and iron R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:12:generally lower in the latter two groundwater samples collected. Metals concentrations in the Superficial R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:Elevated levels of sulphate and chloride were measured in all samples. The pH of the groundwater in wells R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:pH<8.5. Groundwater from monitoring well Prairie_AUK_BH102 screened across Made Ground measured R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:in groundwater samples from at least one visit and free cyanide was less than MDL. Total cyanide was R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:Free cyanide was measured above MDL in the following groundwater samples: R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:Concentrations of TPH were measured in groundwater sampled from Prairie_AUK_BH109 on all three R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:13:conditions. In all monitoring wells with the exception of PRAIRIE_AUK_BH108S groundwater was resting R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:14:surface ground gas condition, this is expected as the monitoring well was designed to assess groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17: Human Health Groundwater Risk Assessment R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17: Groundwater Risk Assessment R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Concentrations of volatile contaminants in 36 groundwater and 2 surface water samples were screened against R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:None of the concentrations of volatile contaminants measured in groundwater were in excess of the inhalation R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:concentrations of CoC in groundwater is not considered to be significant. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Groundwater samples were not analysed for VOC in the latter two groundwater monitoring visits as such there R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Groundwater samples were analysed for inorganics. Free cyanide has been detected at concentrations above R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:MDL in the groundwater sampled over the three monitoring visits. Free cyanide can volatilise under certain R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17: Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17:Twelve groundwater samples were obtained from the monitoring wells on each of the three sampling visits and R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:18:Mercia Mudstone. Based on the consecutive groundwater elevations measured, the groundwater in BH105 is considered R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22: Qualitative Risk Assessment for Substances in Groundwater without WQS R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22:groundwater samples, where tested. As such, this compound is not considered to pose a significant risk to R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22:Analysis of groundwater for VOCs was undertaken on the first monitoring visit (May 2020) only so discussion R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22:groundwater. Considering the site setting (close to saline coastal environment) these compounds are not R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:22:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:The risk to human health from concentrations of CoC in groundwater from chronic exposure has been R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:available, in any of the groundwater samples collected from the site. An appropriate GAC for free cyanide in R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:groundwater has not been identified and as such the risk to human health from concentrations of free cyanide R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:in groundwater cannot be ruled out. The Arcadis Detailed Conceptual Site Model and Risk Assessment report, R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:in groundwater from chronic health effects. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:24:Concentrations of multiple CoC in groundwater have been measured in excess of the WQS. In light of the R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:25:In line with previous findings, a number of concentrations of CoC measured in groundwater have been R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:33: 3.6 Groundwater …………………………………………………………………………………………………….7 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:34: Groundwater Observation Made at the Time of Site Works 4 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:34: Groundwater Monitoring Results 5 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:34: Continuous Groundwater/Tidal Monitoring Results 7 R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:the ground and groundwater conditions on site prior to the proposed remediation works. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:this site in order to provide information on the subsurface ground and groundwater conditions as well as to R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:  Continuous groundwater/tidal monitoring. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:  Installation of gas/groundwater monitoring instrumentation. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:35:  Post site works gas/groundwater monitoring and groundwater sampling. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37:The depths of all exploratory holes, descriptions of the material encountered, details of any groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:3.6 Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:The comments on groundwater conditions are based on the observations made at the time of investigation. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:It should be noted that groundwater levels may vary due to seasonal and other effects. Furthermore, water R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:there is a possibility that this could have masked the discrete ingress of natural groundwater into the R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:Groundwater was encountered in the exploratory holes during the site works operation. Where groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:(collectively in tabulated format) as Field Data Enclosure 4: Groundwater Observations Made at the Time of R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:Site Works. Standing groundwater levels were recorded many exploratory holes at the beginning and/or end R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:Instruments were monitored for gas and groundwater on three occasions; one week after the completion of R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:readings is presented as Field Data Enclosure 5 (Groundwater Monitoring Results) and Field Data Enclosure R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:39:order to assess groundwater fluctuations over the period of a complete tidal cycle. The tidal cycle readings R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:41:Groundwater sampling was undertaken from all but one (BH102) of the installations during the second round R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:41:log the groundwater level during the test. A mechanical slug was then used to perform variable head (rising R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Water Strike Level of groundwater strike within an exploratory hole. The symbol denotes a water strike and is suffixed with a R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:45:Seepage Groundwater seepage within an exploratory hole is denoted by the symbol. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:47:Groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:90:PRAIRIE_AUK_TP113 Machine excavated 3.80 Terminated due to concrete plinth and groundwater ingress. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:94: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:94: Groundwater seepage at 2.00m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:97: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:97: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:100: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:100: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:104: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:104: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:107: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:107: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:110: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:110: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:113: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:116: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:119: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:119: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:122: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:122: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:125: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:125: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:128: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:131:3.80 B10 Terminated at 3.80m BGL - due to concrete plinth and groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:131: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:135: Groundwater seepage at 0.50m BGL. Water flowing out of the damaged pipe during R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:139: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:144: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:144: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:147: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:147: Groundwater seepage at 2.60m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:150: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:150: Groundwater seepage at 1.40m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:153: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:156: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:156: Groundwater seepage at 1.50m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:159: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:162: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:165: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:168: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:171: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:171: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:175: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:175: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:177: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:177: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:180: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:180: Slight groundwater seepage (water perched on concrete base) at 2.70m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:183: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:186: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:186: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:189: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:192: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:192: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:195: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:195: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:198: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:198: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:201: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:205: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:205: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:209: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:209: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:212: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:212: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:215: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:3: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:12: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:12: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:15: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:15: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:18: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:18: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:21: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:24: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:24: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:27: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:27: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:30: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:33: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:36: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:39: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:39: Groundwater seepage at 1.70m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:42: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:42: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:44: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:44: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:46: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:46: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:48: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:48: Groundwater seepage at 1.20m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:51: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:54: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:54: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:56: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:56: Slight groundwater seepage at 1.70m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:59: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:59: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:62: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:62: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:66: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:66: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:69: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:69: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:72: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:72: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:75: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:75: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:78: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:81: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:84: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:84: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:87: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:90: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:90: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:93: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:96: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:100: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:103: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:103: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:106: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:106: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:110: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:113: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:116: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:120: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:120: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:123: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:123: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:126: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:126: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:128: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:128: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:130: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:130: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:134: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:134: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:137: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:137: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:140: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:140: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:143: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:143: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:146: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:146: Groundwater seepage at 2.00m BGL (slight inflow). R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:149: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:152: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:152: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:155: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:158: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:161: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:164: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:164: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:167: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:170: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:173: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:173: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:176: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:176: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:179: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:179: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:182: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:185: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:185: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:188: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:188: 2.50 due to groundwater filling up basement/cellar over time. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:191: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:193: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:196: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:199: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:199: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:202: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:205: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:208: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:208: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:213: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:217: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:221: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:221: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:225: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:225: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:229: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:229: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:233: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:233: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:4: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:8: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:13: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:17: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:17: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:24: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:24: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:28: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:28: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:34: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:40: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:40: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:43:Groundwater Observations Made at the Time of Site Works R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:49:Groundwater Monitoring Results R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:60:Continuous Groundwater/Tidal Monitoring Results R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:61: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:61: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:61: groundwater. Note also slight R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:62: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:62: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:62: groundwater. Increase R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:63: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:63: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part3.PDF:64: GROUNDWATER MONITORING DATA R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:3: W = Groundwater and surface water organic Halogenated and Asbesto Cyanide R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:119: means certain that even over a long period such b) Ground/groundwater contamination could be present on a R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:119: Circumstances are such that an event is not b) Ground/ groundwater contamination could be present R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:119: inevitable over the long-term, or there is evidence b) Ground/groundwater contamination could be present from R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:27: groundwater sample is determined electrometrically using Engineering Purposes – Chemical and n/a MCERTS (Soils R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:61:NVP Contaminant has low vapour phase in groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:65:Table G1: Groundwater GAC Protective of Human Health and Water Resources R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:65:NVP Contaminant has low vapour phase in groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:66:GQRA – Summary of Groundwater Screen R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:67:Table G2: Groundwater GAC Protective of Human Health and Water Resources R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF:67:NVP Contaminant has low vapour phase in groundwater R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:2: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:2: Groundwater seepage at 1.20m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:5: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:8: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:8: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:10: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:10: Slight groundwater seepage at 1.70m BGL. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:13: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:13: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:16: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:16: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:20: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:20: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:23: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:23: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:26: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:26: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:29: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:29: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:32: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:35: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:38: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:38: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:41: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:44: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:44: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:47: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:50: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:54: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:57: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:57: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:60: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:60: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:64: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:67: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:70: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:74: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:74: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:77: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:77: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:80: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:80: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:82: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:82: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:84: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:84: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:88: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:88: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:91: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:91: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:94: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:94: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:97: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:97: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:100: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:100: Groundwater seepage at 2.00m BGL (slight inflow). R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:103: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:106: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:106: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:109: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:112: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:115: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:118: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:118: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:121: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:124: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:127: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:127: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:130: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:130: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:133: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:133: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:136: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:139: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:139: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:142: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:142: 2.50 due to groundwater filling up basement/cellar over time. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:145: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:147: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:150: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:153: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:153: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:156: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:159: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:162: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:162: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:167: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:171: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:175: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:175: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:179: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:179: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:183: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:183: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:187: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:187: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:191: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:195: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:200: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:204: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:204: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:211: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:211: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:215: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:215: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:221: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:227: PLAN GROUNDWATER R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:227: No groundwater inflow observed. R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:230:Groundwater Observations Made at the Time of Site Works R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:236:Groundwater Monitoring Results R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:247:Continuous Groundwater/Tidal Monitoring Results R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:248: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:248: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:248: groundwater. Note also slight R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:249: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:249: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:249: groundwater. Increase R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:250: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:250: GROUNDWATER MONITORING DATA R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part3.PDF:251: GROUNDWATER MONITORING DATA R-2020-0411-FFM-Appendix 1.2 Statement of Expertise - formatted.pdf:5: assessment and remediation of contaminated land and groundwater. Aaron has extensive R-2020-0411-FFM-Decision 0411.pdf:2: • groundwaters and surface waters, R-2020-0411-FFM-Decision 0411.pdf:6: (b) water management (surface water and groundwater); R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:1: groundwater and managing risks to human health and the environment from historic land R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:1: • The Groundwater Daughter Directive 2006; (2006/118/EC); R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:1: • Groundwater (England and Wales) Regulations 2009; R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: waters (i.e. rivers, lakes, canals and groundwater) from pollution. It sets out the responsibilities of R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: rivers, estuaries, coastal waters, lakes and groundwater. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:2:9.2.3 The Groundwater (England and Wales) Regulations (2009) supplement existing regulations to R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: protect groundwater in England and Wales. These regulations control groundwater pollution from R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: waste operations, mobile plant and discharges to groundwater. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:4:9.2.16 For some receptors such as potable groundwater abstractions, the study area is extended to a R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: • Groundwater Source R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: remedial measures to groundwater may be required to R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: • Groundwater Source R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: recoverability (e.g. up to 5 years for groundwater to R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: groundwater returns to its current or improved condition). • tidally influenced R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:6: groundwater. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: water quality rendering groundwater unfit to drink; reduced reliability of supply at a R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: groundwater abstraction source; a permanent or severe temporary reduction in the quality of R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: classified groundwater. A major beneficial effect could include: major improvement to human R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: groundwater. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: permanent reduction in the quality of any classified groundwater. A moderate beneficial effect R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: or regional scale in the quality of any classified groundwater. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: classified groundwater which would be fully reversible with time or widespread reversible R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: reduction in the quality of groundwater used only for commercial or industrial abstractions. A R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: classified groundwater and/or a moderate or notable improvement in the quality of R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:8: groundwater resources used only for commercial or industrial abstraction. 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:9: Groundwater Vulnerability mapping (1:100,000-scale), the stratigraphic sequence and aquifer R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: groundwater due to localised features such as fissures, thin permeable horizons and weathering. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: licensed groundwater abstractions within 2km of the Application Site, and the site is not located in R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: a Groundwater Source Protection Zone (SPZ). R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: groundwater chemical quality beneath the site as ‘Poor’ quality in 2015. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:12:9.3.30 Whilst sea level change associated with climate change may result in a rise in groundwater levels 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: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: the Application Site, and the migration off-site via groundwater in the Tidal Flat Deposits and R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:14:9.5.7 Migration via groundwater offsite would be limited by the relatively low permeability of the R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: Impacts on Groundwater R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: groundwater from the use, storage or spillage of construction related chemicals (fuels, oil, cement, R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: or any shallow groundwater. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.12 The impacts on groundwater as a result of leaching and migration of contaminants on the site R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.13 Groundwater within the Tidal Flat Deposits and Mercia Mudstone Group is the receptor and is R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.14 The site is not located in a Groundwater Source Protection Zone and is in an area of currently poor R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: chemical groundwater quality. The groundwater on site is therefore, considered to be low to R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.19 Excavations within the Tidal Flat Deposits may encounter groundwater which is likely to be in R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: surface infiltration / through flow of shallow groundwater during construction would be preventable, 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: rainfall, limiting the infiltration of shallow perched groundwater to mobilise any remaining potential R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: Impacts on Groundwater R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: infiltration to shallow groundwater, through increased building cover, hardstanding and drainage. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: sensitive underlying Secondary B Aquifer of the Mercia Mudstone Formation. The groundwater R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:17: contamination to groundwater. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:17:9.5.33 The impacts to groundwater as a result of the implementation of any remediation / mitigation 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: Impacts on Groundwater R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:18: into the ground and affect groundwater. The sensitivity of the groundwater underlying the R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:18: materials to migrate to groundwater. The magnitude of impact would be negligible, and the level of R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:18: groundwater quality on a pre-determined timeline. This would be agreed as part of the Permit R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:18:9.6.11 Whilst sea level change associated with climate change may result in a rise in groundwater levels R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:18: on human health, groundwater or the Teesmouth and Cleveland SSSI. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:19: R/2015/0218/DCO R/2015/0218/DCO groundwater, R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:19: ttps:Infrastructure.planninginspectorate.gov.uk/projects/north- Infrastructure is health, groundwater R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:19: Cumulative Effects - Groundwater R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:19:9.8.3 The groundwater underlying the Application Site is of low sensitivity. There is the potential for R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:20: groundwater from spills and leakages during the construction process. On this basis, cumulative R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:20: ecology and ornithology where the geology and groundwater influence important habitats. 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: waters receptor including groundwater and nearby surface waters. Therefore, the impacts to the 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:21: users and groundwater would be up to minor beneficial. R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:21: permit and the significance of the effect to future site users, groundwater and the adjacent SSSI R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:21: The Groundwater Daughter Directive 2006; (2006/118/EC) R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:21: Groundwater (England and Wales) Regulations 2009 R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:23:Groundwater – Tidal CoCP, site Low Minor adverse Not significant 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:23:Aquifer) Low through groundwater. materials R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:24:Groundwater Low through groundwater. (buildings/ areas of R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:24:Groundwater – Tidal R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:4:Groundwater and Contaminated Land Remediation Advice – Advice to Applicant R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:4:  Protecting and improving the groundwater that supports existing drinking water R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:4:  Groundwater within important aquifers for future supply of drinking water or other R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:4:and groundwaters. In doing so, this would promote remediation where required and an R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:4:found on gov.uk and include Groundwater Protection, EA Approach to Groundwater R-2020-0411-FFM-EP CL.pdf:1:• Installation of groundwater and gas monitoring wells; 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:and groundwater chemical analysis results to determine the potential for the R-2020-0411-FFM-Appendix 8.3 WFD.pdf:7: coastal waters) and groundwaters as water bodies and the establishment of targets to achieve good 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: Environment Agency 2015) classified groundwater chemical quality beneath the site as ‘Poor’ quality R-2020-0411-FFM-Appendix 8.3 WFD.pdf:12: the site is not located in a Groundwater Source Protection Zone and is in an area of currently poor R-2020-0411-FFM-Appendix 8.3 WFD.pdf:12: chemical groundwater quality. The groundwater on site is therefore considered to be low sensitivity 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:18: into the ground and affect groundwater. The sensitivity of the groundwater underlying the Application R-2020-0411-FFM-Appendix 8.3 WFD.pdf:18: waste materials to migrate to groundwater and ultimately to the Tees transitional water by shallow R-2020-0411-FFM-Appendix 8.3 WFD.pdf:30: Environment Agency 2015) classified groundwater chemical quality R-2020-0411-FFM-Appendix 8.3 WFD.pdf:31: addition, the site is not located in a Groundwater Source Protection Zone R-2020-0411-FFM-Appendix 8.3 WFD.pdf:31: and is in an area of currently poor chemical groundwater quality. The R-2020-0411-FFM-Appendix 8.3 WFD.pdf:31: groundwater on site is therefore, considered to be low to sensitivity and R-2020-0411-FFM-Chapter 2 Project Description.pdf:23: • Environment Agency guidance for discharge to surface water and groundwater R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: groundwater following any leakage/spillage. The bunding systems for oil/chemical 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: groundwater that are encountered (e.g. work in the area would temporarily cease. 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:20:5.4.7 The operational phase effects to groundwater and the Teesmouth and Cleveland Coast SSSI are R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:1: • The Groundwater Directive 2006; R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:2:8.2.7 The Groundwater Directive (2006) requires specific measures to prevent and control groundwater R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:2: pollution and achieve good groundwater chemical status. These measures include criteria for R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:2: assessing the chemical status of groundwater and for identifying trends in pollution of groundwater R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:2: bodies. Hazardous substances must be prevented from entering groundwater. R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:2: surface and groundwater bodies. The Water Framework Directive needs to be taken into account R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:10: as groundwater or overflowing sewers. However, a description of these sources of flooding is R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:12: groundwater, direct runoff from fields or overflowing sewers) are presented in Appendix 8.1: Flood R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:17: • Environment Agency guidance for discharge to surface water and groundwater environmental R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: potential for migration of contaminants into groundwater following any leakage/spillage. The R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:25: Environment Agency (2016b) Discharges to surface water and groundwater: environmental 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-11366_REC Planning Statement_S_AS.pdf:92: the magnitude of any impact would be reduced to low. Groundwater within the Tidal Flat Deposits R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:92: Groundwater Source Protection Zone and is in an area of currently poor chemical groundwater R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:92: quality. The groundwater on site is therefore considered to be of low sensitivity, and the magnitude R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:92: groundwater during construction are assessed to be minor adverse, and thus not significant. R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:92: infiltration / through flow of shallow groundwater during construction would be preventable, short- R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:92: users and groundwater would be up to minor beneficial. R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:92: Permit and the significance of the effect to future site users, groundwater and the adjacent SSSI R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:30: tidal/surface water/sewers/groundwater/artificial sources), including the consideration of safe R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:31: • Environment Agency information on groundwater Source Protection Zones, environmental 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:32: • groundwater in the Secondary B Aquifer beneath the site during construction and operation of R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:25: construction to avoid surface water and groundwater pollution. This may include the use of settling R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:26: low. In addition, the site is not located in a Groundwater Source Protection Zone and is in an area R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:26: of currently poor chemical groundwater quality (see Chapter 9: Geology, Hydrogeology and R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:26: Contamination for further information). The groundwater on site is therefore considered to be low 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:The Application Site is not indicated to be located in a groundwater Source Protection Zone (SPZ) and there R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:are no records of licensed groundwater abstractions in the vicinity of the site. The site is situated directly 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:7: • The Groundwater Daughter Directive 2006; (2006/118/EC); R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:7: • Groundwater (England and Wales) Regulations 2009; R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:12: (EA) Groundwater Vulnerability mapping (1:100,000-scale), the stratigraphic sequence and aquifer R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13: which may store and yield limited amounts of groundwater due to localised features such as R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13:2.4.5 According to Environment Agency data, the Application Site is not located in a groundwater R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13: Plan classified groundwater chemical quality beneath the Application Site as ‘poor’ in 2015. R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13: licensed groundwater abstractions within 2km of the Application Site. 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: groundwater (if present) beneath the site to impact future site users via the inhalation pathway in R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: site. This represents a sensitive receptor and is designated as a SSSI. The groundwater R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: Groundwater R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: Groundwater R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:20: • Installation of groundwater and gas monitoring wells; 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: groundwater chemical analysis results to determine the potential for the identified potential R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:29:incurred by owners of contaminated land and groundwater. R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:29: Groundwater in this context does not include waters within underground strata but above the saturated zone. R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:47:45 5.3 Groundwater vulnerability Identified (within 50m) R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:47:46 5.4 Groundwater vulnerability- soluble rock risk None (within 0m) R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:47:47 5.5 Groundwater vulnerability- local information None (within 0m) R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:47:48 5.6 Groundwater abstractions 0 0 0 0 0 R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:48:53 6.5 WFD Groundwater bodies 1 - - - - R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:48:Page Section Groundwater flooding R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:48:59 9.1 Groundwater flooding Moderate (within 50m) R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:86:Aquifer status of groundwater held within superficial geology. R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:88:Aquifer status of groundwater held within bedrock geology. R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:88: groundwater due to localised features such as fissures, thin permeablehorizons and R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89: Groundwater vulnerability R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89:5.3 Groundwater vulnerability R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89:An assessment of the vulnerability of groundwater to a pollutant discharged at ground level based on the 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: High - Areas able to easily transmit pollution to groundwater. They are likely to be characterised by high R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:89:Features are displayed on the Groundwater vulnerability map on page 45 R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:90:5.4 Groundwater vulnerability- soluble rock risk R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:91:5.5 Groundwater vulnerability- local information R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:91:groundwater team through the Environment Agency National Customer Call Centre on 03798 506 506 or by R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92: Groundwater abstraction licence (point) R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92: Groundwater abstraction licence (area) R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92: Groundwater abstraction licence (linear) R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92:5.6 Groundwater abstractions R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:92:Licensed groundwater abstractions for sites extracting more than 20 cubic metres of water a day and includes R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:94:Source Protection Zones in the confined aquifer define the sensitivity around a deep groundwater abstraction R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:95: WFD Groundwater body boundaries R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:96:coastal waters and groundwater through river basin-level management planning. In terms of surface water, R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:97:6.5 WFD Groundwater bodies R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:97:Groundwater bodies are also covered by the Directive and the same regime of objectives and reporting R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:97:Explorer to find out more about each groundwater body listed. R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:99:Records of historic flooding from rivers, the sea, groundwater and surface water. Records began in 1946 when R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103: 9 Groundwater flooding R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103:9.1 Groundwater flooding R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103:Groundwater flooding is caused by unusually high groundwater levels. It occurs when the water table rises R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103:above the ground surface or within underground structures such as basements or cellars. Groundwater R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:103:Features are displayed on the Groundwater flooding map on page 59 R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:142:peat and may compress if loaded by overlying structures, or if the groundwater level changes, potentially R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:4:Groundwater and Contaminated Land Remediation Advice – Advice to Applicant R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:4:  Protecting and improving the groundwater that supports existing drinking water R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:4:  Groundwater within important aquifers for future supply of drinking water or other R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:5:and groundwaters. In doing so, this would promote remediation where required and an R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:5:found on gov.uk and include Groundwater Protection, EA Approach to Groundwater R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:5: Groundwater Management ……………………………………………………………………………………… 20 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:9:consideration. It should also be noted that groundwater levels may be subject to diurnal, tidal, seasonal, R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:horizontal and vertical migration of groundwater within more permeable horizons of the Glaciolacustrine R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:groundwater flow direction towards the north-east inferred from site data. It should be noted the inferred R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13: Geology Aquifer Classification Groundwater flow R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13: is considered low. Underlying groundwater within the Made Ground is considered of low R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:15: due to changes in loading or groundwater regime; R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:19:Environment Agency (groundwater team) with respect to this remediation strategy. Planning permission R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:21: Manage perched and confined groundwater within the Made Ground encountered during R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26: Groundwater Management R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:Groundwater and accumulated water are anticipated to be encountered within excavations and R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:The Contractor shall ensure that recovered groundwater is sampled and classified to allow appropriate R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:Any temporary storage of groundwater or accumulated water shall be within storage vessels, which are R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:4.3.7.1 Removal of NAPL on Groundwater R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:If free phase NAPL is encountered on the groundwater during excavation works, the Contractor shall R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:undertake recovery prior to groundwater discharge. The Contractor shall continue the NAPL recovery R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:to expose the groundwater table and identify if it is impacted by the above material and if groundwater R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: groundwater as far as is reasonably groundwater or accumulated water as far R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36:  Laboratory analysis of recovered groundwater / treated groundwater to support off-site R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:41: On-Site Groundwater Source R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:41:transformers, blast furnaces, coke ovens, workshops. Off-Site Groundwater R-2021-0465-FFM-INCA2021-56 HRA land at South Bank.pdf:6:Beck runs adjacent to the site but is currently culverted to the south. Any groundwater and R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf:1:place on the site. The site is monitored around its perimeter for gas and groundwater via R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:17: and Groundwater) or groundwater, potable water or surface water abstraction R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:29: groundwater, to the environment and human health will be minimised and avoided R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:52:6.1.8 The location of surface water and groundwater abstractions, details of pollution R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:52: Protected Areas or Drinking Water Safeguard Zones (Groundwater or Surface Water) R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:54: there is the potential for elevated groundwater beneath the Proposed Development R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:54: groundwater flooding. R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:54: • Potential impacts on groundwater flows during construction and operation phase R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:54: (for below ground pipelines). There will be no direct discharges to groundwater, R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:54: and the resultant impacts to groundwater will be considered with the Geology R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:59:6.1.44 The following groundwater conditions are anticipated at the Main Site: R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:59: • The groundwater in the Made Ground and superficial deposits is assumed to be R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:59: • Records indicate that groundwater is present between 2.29 m AOD and 5.48 m R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:59: (Surface Water and Groundwater) or groundwater, potable water or surface water R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:60: (Surface Water and Groundwater) or groundwater, potable water or surface water R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:62: (Surface Water and Groundwater) or groundwater, potable water or surface water R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:63: (Surface Water and Groundwater) or groundwater, potable water or surface water 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:101: • the water environment, including groundwater, the River Tees, and the North Sea; R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:101: substances to air, water, ground and groundwater. R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:151: Groundwater Flood Y The groundwater vulnerability map places the area of the site at Medium-High risk. This risk will be 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: 9 Groundwater Directive 2006/118/EC (Ref 9); R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:7: 21 Environment Agency, Land contamination groundwater compliance points: quantitative R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:7: 22 Environment Agency, Protect groundwater and prevent groundwater pollution, 2017 (Ref R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:7: 23 Environment Agency, Groundwater protection technical g uidance, 2017 (Ref 23); R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:10: methodology considers the potential presence of land and groundwater contamination as well as 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:13: contamination in spillage events from adversely a ffecting surface water or groundwater as R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:13: Soakaways will be not be employed to limit mobilisation of contaminants. The groundwater R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: Surface waters and/or groundwater: Substantial acute pollution or Earthworks resulting in high R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: Aquifer, groundwater source protection zone, surface waters of disposal R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: Surface water and/or groundwater: Pollution of non-sensitive loss of feature or attribute R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: Surface waters and/or groundwater: Slight pollution of non- Earthworks resulting in low volume of R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:15: Surface waters and/or groundwater: Insubstantial pollution to affect use or integrity of feature or R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:17: concluded that the groundwater beneath the site is of low resource potential. Therefore, the R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:17: Remediation Strategy Arcadis 2020 H4 does not include active groundwater remediati on. This R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:17: acceptable and that active remediation of groundwater is not required (subject to any further R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:17: works will remove NAPL and result in betterment of underlying groundwater quality. The effect R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:17: of the proposed development on groundwater is however still considered in this EIA (see 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: Western part of North rounds of groundwater monitoring. R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: Sampling and analysis of groundwater and surface water R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: Groundwater sampling from 2 locations on 6 occasions R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: Installation of 12no. groundwater monitoring wells R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: groundwater elevation survey, tidal monitoring, hydraulic R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: conductivity slug tests and monitoring. Groundwater R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:26: and calcium carbonate precipitates), which can be m obilised in surface and groundwater leading R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:27: occur due to changes in loading or groundwater regime; R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:27: groundwater movement; R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:27: 13 Potential collapse compression as a re sult of surface water infiltration and groundwater R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:28: store and yield limited amounts of groundwater due to localised features such as fissures, thin R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:28: As such, this aquifer is likely to have limited connectivity with groundwater encountered in the R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:28:H4.44 The site is not located within a Groundwater Source Protection Zone, nor within a surface water, R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:28: groundwater or eutrophic Nitrate Vulnerable Area. The superficial and bedrock aquifers at the R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:28:H4.46 Arcadis (Arcadis 2020 H5 and H6] also identified groundwater within the Made Ground in R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:28: between low to heavy. The groundwater was considered to be locally confined within sub surface R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:28: consistent groundwater body across the site. R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:30: 1.6mbgl) groundwater at base of the made ground. R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:30: 0.8mbgl) perched groundwater. R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:30: groundwater at base of the made ground. R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:30: perched groundwater at base of the made R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:30: perched groundwater at base of the made R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:30: groundwater at base of the made ground R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:30: perched groundwater at base of the made R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:30: perched groundwater within made ground R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33: Groundwater R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33:H4.73 Groundwater samples from the Made Ground and superficial deposits in Area A exceeded R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33:H4.74 Metals were measured in all groundwater sa mples; boron, calcium, manganese, sodium, and R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33: groundwater in wells screened across natural deposits was neutral to slightly basic and ranged R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33: between pH7.4 and pH9.2 with the majority of the samples showing a pH<8. Groundwater from R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33:H4.76 Concentrations of TPH were measured in groundwater sampled from three monitoring wells: R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33:H4.77 Low levels of VOC primarily alkyl benzene derivat ives were identified in groundwater sampled R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:34: Groundwater Applicable Medium R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:35: 1 Leaching of contaminants from made ground to surface water or groundwater receptors; R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:38: Environmental Receptors (Surface Waters and Groundwater) R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:38:H5.12 Assessment of the applicability of water resources associated with the site (groundwater in the R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:38:H5.13 Regarding groundwater, the industrial setting of the site, the low yielding / unproductive status R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:38: drinking water, would be desirable. On this basis, groundwater underlying the site is considered R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:38: the culverts can be proven to be in good condition and that groundwater is not in continuity 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:41: Environmental Receptors (Surface Waters and Groundwater) R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41:H6.14 If NAPL is encountered on the groundwater during excavation works , its recovery will be R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: required prior to groundwater discharge. Recovery will continue until no visible NAPL is R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: unsaturated zone, excavations will be extended to expose the groundwater ta ble and identify if it R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: is impacted by the above material and if groundwater treatment is required. R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:43: Impacts on Environmental Receptors (Surface Waters and Groundwater) R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:43:H7.2 The sensitivity of the surface water and/or groundwater is medium and the magn itude of impact R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:44: surrounding properties) is very high and low to high respectively while the groundwater and R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:47: 9 Groundwater Directive 2006/118/EC; R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:47: 21 Environment Agency, Land contamination groundwater compliance points: quantitative R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:47: 22 Environment Agency, Protect groundwater and prevent groundwater pollution, 2017; R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:47: 23 Environment Agency, Groundwater protection technical guidance, 2017; R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:48: 42 Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:10: Groundwater monitoring would determine R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: encountered on the groundwater during Condition. Principal R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: required prior to groundwater discharge. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: the groundwater table and identify if it is R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: groundwater treatment is required. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: groundwater input to the culverts R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:22:us on certain planning applications which affect flood risk, groundwater, waste, show which flood zone your development is located within and therefore will R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25:Infiltration drainage must not, however, pose a risk to groundwater quality. All R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25: Meet the groundwater protection criteria set out on GOV.UK What other environmental issues will you consider with my planning R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:26: operation phases. Groundwater can be vulnerable to pollution, as well as  River buffer zone R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:26: to groundwater pollution, visit our interactive maps. Advice on will ensure we’re able to access the bank for any future flood defence R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:26: groundwater protection can be found on GOV.UK construction and maintenance. R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:27:water discharges, groundwater activities, flood risk activities, radioactive service, please email our Sustainable Places team so that we can provide R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:32:2.3.3 Groundwater Flooding 17 R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:35: • Discuss flood, surface water and groundwater receptors and identify appropriate R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:40: fluvial (originating from a watercourse), coastal, groundwater, surface water (pluvial), R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: 2.3.3 Groundwater Flooding R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: Groundwater flooding is flooding that is caused by unusually high groundwater levels or flow R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: rates. During flooding, groundwater can emerge at the ground surface or within man-made R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: underground structures such as basements. There are various mechanisms of groundwater R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: geology alluvial and coastal groundwater flooding, and that associated with minewater R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: The EA alongside the BGS have developed a groundwater vulnerability map 11 accessed R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: risk from groundwater. These risk levels are described on the BGS website as: R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: • High: areas able to easily transmit pollution to groundwater, characterised by R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: • Medium: areas that offer some groundwater protection. Intermediate between R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46:11 BGS Groundwater vulnerability data. https://www.bgs.ac.uk/products/hydrogeology/GroundwaterVulnerability.html R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:59: including stormwater, groundwater and wastewater management and water supply, into R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: There is a low risk of groundwater flooding throughout the STDC site11 however, this is R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: groundwater and wastewater management and water supply, into urban design to minimise R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:41: (groundwater quality and levels). R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:43:5.46 With regards to groundwater, the site has limited groundwater resources. The development R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:43: should lead to an overall improvement of groundwater conditions through the remediation R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:52: the potential presence of land and groundwater contamination as well as sites of geological/ R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:53: groundwater, the built environment and landscape will all be of minor adverse / negligible R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:59: surface and groundwater receptors, likely to be subject to effects from more than one technical R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:35: i EA Principles and Practice for the Protection of Groundwater (GP3) (Ref 13); R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:35: vi CIRIA Report 515: Groundwater Control – design and practice (Ref 18); and R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:36: 7 Any groundwater removed from excavations would be disposed of appropriately, and the R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:36: rate of groundwater flows into excavations should be continuously monitored along with R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:47: 13 GOV.UK (2013). Groundwater protection: Principles and practice (GP3). online GOV.UK. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:47: Available at: <https://www.gov.uk/government/publications/groundwater-protection- R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:47: (2017). Groundwater protection. online GOV.UK. Available at: R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:47: <https://www.gov.uk/government/collections/groundwater-protection> [Accessed 1st R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:47: 18 CIRIA Report C515 (2000). Groundwater control – design and practice (update of C515) R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:47: (RP990). London: CIRIA. Now superseded by CIRIA (2016). C750 Groundwater control: R-2020-0819-ESM-EA R_2020_0819_ESM 16 February 2021 OFFICIAL.pdf:3:  locally reduced groundwater recharge; R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:4: on hydrology (surface water quality, levels and flows) and hydrogeology (groundwater quality R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:4: interrelationship with human health and groundwater quality is considered in Table G 4.2 of R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:7: Groundwater Regulations 1998 These require the prevention of List I substances (such as mercury, R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:7: (Ref 25) cadmium, polyaromatic hydrocarbons) entering groundwater and the R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:7: to avoid pollution of groundwater. Within the context of the WFD, R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:7: the groundwater daughter directive was brought into force in January R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:7: 2009, which will seek to prevent deterioration in groundwater quality. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:8: • EA Principles and Practice for the Protection of Groundwater (GP3) (Ref 31); R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:8: • CIRIA Report 515: Groundwater Control – design and practice (Ref 7); R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:15: 7 Has powers to undertake works to manage flood risk from surface runoff, groundwater and R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:17: water and groundwater environment, which will need consideration during the design of R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:17: paragraphs B4.23-B4.25 in Chapter B). The request included groundwater abstractions, R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:18: EA groundwater vulnerability R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:18: Wood (2019), Former Steelworks Land, South Tees - Groundwater levels. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:18: Outline Remediation Strategy (Ref 57) Groundwater vulnerability. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:18: Enviros (2004), Soil and Groundwater Baseline Groundwater quality. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:18: Management Plans (Groundwater) (Ref 14) R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:20: groundwater-dependent conservation R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:20: Major Results in complete loss of receptor or Major reduction in groundwater levels, R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:20: which may be irrecoverable or slow to Major reduction in groundwater levels R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:20: groundwater dependent terrestrial R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:21: Moderate Results in some loss of receptor, or Moderate reduction in groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:21: potential to recover. Moderate reduction in groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:21: Minor Results in minor impact on feature, with Measurable reduction in groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:21: Measurable reduction in groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:26: proportion of total local streamflow which is mostly groundwater input. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:26: moderate runoff rates and a moderate proportion of groundwater input to river flow. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:27: (originating from a watercourse), coastal, groundwater, surface water (pluvial), sewers and R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:29: N/A (Groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:29:G4.18 The site is located within the Tees Mercia Mudstone and Redcar Mudstone Groundwater water R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:30: controls the behaviour and quality of the groundwater and potential pathways to receptors and R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:30: high groundwater, in the north of the site. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:33: amounts of groundwater due to localised features such as fissures, thin permeable horizons and R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: likely perched on the underlying deposits, with a limited groundwater gradient due to the flat R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34:G4.35 The conceptual understanding of the overall groundwater functioning of the site is for direct R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: Glacial Till and bedrock mudstone. Groundwater heads within the more permeable units are R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: across the site, so there may be local variations in groundwater elevation. Nonetheless parts of R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: groundwater discharge boundary in this area for all permeable strata. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: Groundwater Quality R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34:G4.36 Groundwater vulnerability beneath the site is low. This relates to the vulnerability of the R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34:G4.37 The groundwater quality of the Tees Mercia Mudstone and Redcar Mudstone groundwater body R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: concentrations of sulphates have been observed in the groundwater, although the samples were R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: Nonetheless, the groundwater quality is poor overall, reflecting the protracted history of R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: the site (Ref 19) and are shown on Figure G4.4. Of these, the groundwater abstractions are all R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:36: Groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:36: Mudstone bedrock The site sits on a bedrock aquifer of low-moderate groundwater Low R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:36: groundwater body which dominates the site is ‘Poor’, the overall R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:36: groundwater resource only yields limited amounts of R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:36: groundwater, as a Secondary B/ undifferentiated aquifer, and is R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:38: i EA Principles and Practice for the Protection of Groundwater (GP3) (Ref 31); R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:38: vi CIRIA Report 515: Groundwater Control – design and practice (Ref 7); and R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:39: avoid the creation of contaminant/groundwater migration pathways where possible. It is R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:40: groundwater. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:41: groundwater. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:41: groundwat groundwater. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:41: untreated waste water or chemicals into the groundwater table or water course. However, the R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:42: potential pollution pathway exists from the site through the shallow groundwater system, which R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:42: leaks from construction plant. The FRA (Appendix G2) notes that the groundwater vulnerability R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:42: medium-high risk from groundwater (where 'high' equates to areas able to easily transmit R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:42: pollution to groundwater with high leaching soils). During site preparation (where the R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: Groundwater Aquifer – Flows R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: surface would largely be expected to remain above the groundwater table, and it is unlikely that R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: groundwater would be encountered as part of these works. Reduced infiltration may be R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: effects on aquifer recharge. Nonetheless, given that groundwater is not used as a resource, the R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: magnitude of the effect of excavation on groundwater flow is deemed to be minor. Alongside a R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: Groundwater – Water Quality R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43:G5.18 Effects on groundwater quality could result from excavations and earthworks as well as spillages R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: groundwater system and the surface waters in the Tees estuary. Nonetheless, some continuity R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: Groundwater Aquifer – Flows R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: potential magnitude of change for groundwater flows during operation is minor. The site is R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: located near the River Tees, a very significant groundwater discharge boundary. Alteration of R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: groundwater receptors the level of effect is Negligible Adverse and Not Significant. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: Groundwater – Water Quality R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: introduce potential contaminants to groundwater. However, conversely, removal and treatment R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: of contaminant hotpots would improve groundwater quality of the superficial aquifer at the site. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: magnitude of change for groundwater quality during operation is minor, and the level of effect R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: on the low sensitivity groundwater receptors is Negligible Beneficial and Not Significant R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:47: groundwater through increased R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48: groundwater (affecting climate change scenario. Permits shall be R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48: accommodate any groundwater input to R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48:Secondary bedrock and Groundwater recharge No additional mitigation No additional mitigation identified. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48:(groundwater Aquifers may be R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48:Secondary aquifers Groundwater quality Groundwater monitoring would The SWMP will not include infiltration R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48:(groundwater quality) may be impacted by determine whether the potential SuDS such as soakaways, in order to limit R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48: soils during excavation is likely, prior to groundworks Groundwater monitoring would R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:49: the groundwater mobilisation of contaminants on site due R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:49:groundwater mobilisation (e.g. identified. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:50: Groundwater Aquifer – Flows R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:50: Groundwater Aquifer – Water Quality R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:50: groundwater quality of the aquifer units may be affected where there is potential to generate R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:50: groundwater. This may impact on the aquifer units below and any surface waters to which they R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:51: groundwater quality. This is likely to result no magnitude of change given the on-site R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:51:G7.10 Overall, any effects on groundwater quality are likely to be of minor magnitude of change, given R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:51: Groundwater Aquifer – Flows R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:51: Groundwater Aquifer – Water Quality R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:54: Groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:54: Contaminant Groundwater monitoring R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:55: Pollution from Negligible Adverse and Not Groundwater monitoring Negligible R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:56: local groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:58: Groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:58: groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:58:G8.3 In relation to groundwater, the site has limited groundwater resource potential. The proposed R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:58: development should lead to an overall improvement of groundwater conditions through the R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: 18 GWDTE Groundwater Dependent Terrestrial Ecosystem R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:61: 7 CIRIA Report C515 (2000). Groundwater control – design and practice (update of C515) R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:61: (RP990). London: CIRIA. Now superseded by CIRIA (2016). C750 Groundwater control: R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: 20 Enviros (2004), Soil and Groundwater Baseline Characterisation Study Teesside Works - R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: 25 GOV.UK (1998). The Groundwater Regulations 1998: S 1998/2746. online GOV.UK, R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: 31 GOV.UK (2013). Groundwater protection:Principles and practice (GP3). online GOV.UK. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: Available at: <https://www.gov.uk/government/publications/groundwater-protection- R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: (2017). Groundwater protection. online GOV.UK. Available at: R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: <https://www.gov.uk/government/collections/groundwater-protection> [Accessed 1st R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: (groundwater quality and levels). It therefore closely relates to and references details included R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: and as Secondary (undifferentiated) superficial aquifers. Groundwater vulnerability beneath the R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: Culvert. The groundwater receptors are the Mudstone bedrock aquifers and superficial aquifers. R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: avoid the creation of contaminant/groundwater migration pathways where possible. It is R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: watercourses and through surface water run-off. With regards to groundwater, effects could R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: surface water and groundwater receptors, are considered to be Negligible Adverse and, R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: potential for the proposed development to affect groundwater through reduced infiltration R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: groundwater arising from existing Made Ground (Negligible Beneficial impacts) which are R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: impacts: for groundwater, the impacts on flows would remain Minor Adverse and Not R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: Significant and the impacts on groundwater quality are considered to be Minor Beneficial, both R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: the site discharging into the Lackenby Channel. Groundwater, includes an Unproductive strata R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: groundwater receptors is considered medium reflecting water features of low value. R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:19: further ground investigations (soil and groundwater analysis and gas monitoring as required to R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:19:9.12 A Negligible and Not Significant effect on surface water and groundwater is considered likely R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:7: - Groundwater; and R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:8: groundwater); and R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:10: Groundwater including Mercia Mudstone Aquifer and (WMF) (GC) (WMF) (WMF) R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:11: groundwater receptors, likely to be subject to effects from more than one technical aspect. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:11: Effects on surface water and groundwater have been discussed in both the Ground Conditions R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:42: groundwater receptors. Excavations can lead to contaminants entering the soils, subsequent R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:42: leaching could result in altering groundwater quality through recharge and infiltration. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43:N5.50 In terms of groundwater, excavations at Dorman Point are unlikely to reach the water table and R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: Significant for groundwater. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: ground and the groundwater aquifers are not utilised as a resource. R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: effects in terms of groundwater are deemed to be Minor Beneficial and Not Significant in terms R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: of groundwater pollution / contamination, Minor Adverse and Not Significant for groundwater R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:68: surface and groundwater pathways to the sites. Site 10 is an offshore windfarm, and therefore R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:3: collection of soil and groundwater samples, geotechnical testing, environmental testing of R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:3: soil, soil leachate and groundwater, geophysical investigation, hydrogeological investigation R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: Though only one monitoring well is present across all three areas (with groundwater in this R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: well resting between 4.9 to 6.1m bgl), groundwater across the wider site is typically resting R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: within the Made Ground. Groundwater in the Made Ground is likely to be in hydraulic R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: continuity with groundwater in the underlying moderately permeable Tidal Flat Deposits and R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: superficial deposits and bedrock. Groundwater within the low permeability Redcar Mudstone R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: of the Site, albeit this is unlikely to be in hydraulic continuity with groundwater beneath the R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: Diffuse groundwater contaminants found throughout the Site associated with Made Ground R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: • Lateral migration of potentially impacted groundwater towards the identified water R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: Groundwater associated with the designated aquifers underlying the DGA and the wider site R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: history of the Site and its surroundings, the brackish nature of groundwater identified in the R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:4: north of the Site, the absence of potable groundwater abstractions in the vicinity of the Site R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:5: Assessment Generic Assessment Criteria (GAC) in soil, soil leachate and groundwater. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:7:Summary of Contaminants Exceeding Water Quality Standards in Groundwater…………………21 R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:7:Arcadis 2022 Groundwater Monitoring Summary R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:7:Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:9:(including soils, soil leachate and groundwater) and collection of parameters to allow the assessment of R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:10:• Soil and Groundwater Baseline Characterisation Study, Teesside Works, prepared by Enviros for Corus R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:11:• Net Zero Teesside – Long Term Groundwater Monitoring First Interim Report, prepared by AECOM for BP R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:advancement of boreholes, collection of soil and groundwater samples, geotechnical testing, environmental R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:testing of soil, soil leachate and groundwater, geophysical investigation, hydrogeological investigation R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13: • Collection of 89 soil, 35 leachate and 5 groundwater samples R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:Appendix E, which includes trial pit and borehole logs, soil and groundwater analysis and monitoring summary. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:17:2.4.1 Groundwater Elevation R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:17:Groundwater in F-BH102 was found to be resting within the slag made ground (SMG) at a depth of between R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:17:Groundwater within the Made Ground is likely to be in continuity with groundwater within the underlying Tidal R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:17:Review of groundwater elevation data collected from the Made Ground indicates a northerly/north-easterly flow R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:17:findings of groundwater elevations in LF\BH02, which were consistently higher than the closest on-Site R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:17:Review of the groundwater elevation data collected from the Redcar Mudstone Formation aquifer indicates a R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:17:pathway between the Site and the North Sea may be limited by their presence. Groundwater underlying the Site R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:17:The Site is not located within a groundwater Source Protection Zone (SPZ). R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:18:unlikely to be in continuity with groundwater beneath the Site, and as such, is not considered as a potential R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:18:2.7 Soil and Groundwater Quality R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:18:The collection of soil and groundwater samples for laboratory analysis, which included leachate testing, has R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:18:been undertaken at the Site to assess the quality of the soil, soil leachate and groundwater. Where noted during R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:20:of the DGAs. Analytical testing of soils, soil leachate and groundwater has incorporated the following CoC based R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:20:In addition to surface water, groundwater within the underlying superficial deposits (primarily Tidal Flat Deposits, R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:20:designation) is also considered a potential receptor. Groundwater within bedrock beneath the Site is considered R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Lateral migration of potentially impacted groundwater towards the identified water resource receptors. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21: unsaturated soil or groundwater source in relation to future on-Site industrial workers; R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Lateral migration off contaminants in groundwater associated with potential off-Site sources (Made Ground R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral migration R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:• Lateral migration of contaminated groundwater associated with off-Site sources such as Made Ground R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:23:• Groundwater data collected by AECOM on behalf of BP during ground investigation works in 2022 R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:23:• Additional groundwater data collected by Arcadis during 2022 (Appendix E); R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:23: C. Vapour inhalation of indoor or outdoor air from contaminated groundwater (potential CoC include R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:26: E. Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:26: F. Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:26: G. Leaching of contaminants from on-Site Made Ground into groundwater, and subsequent lateral R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:26: H. Lateral migration of contaminated groundwater associated with off-Site sources such as Made R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:26:Concentrations of CoC in groundwater and leachate samples collected from F-BH102, screening the Tidal Flat R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:26:of groundwater. Therefore, screening against DWS is regarded as a very conservative approach but will provide R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:28:4.3.2 Groundwater R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:28:The maximum measured concentrations of CoC measured in groundwater samples collected from F-BH102 R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:31:Associated contaminants with the potential to affect groundwater quality include metals, hydrocarbons, PAH, R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:32:5.3.2 Groundwater R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:32:As only one groundwater well is located within the DGA contaminant distribution cannot be discussed in any R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:33:identified within the DGA by the Desk Study (Arcadis 2022a). Soil, soil leachate and groundwater samples have R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:41: NORTH SEA INFERRED GROUNDWATER R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:42:GLACIOLACUSTINE DEPOSITS AQUIFER SLIGHTLY GRAVELLY MIGRATION OF GROUNDWATER IS ANTICIPATED TO R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:42: GROUNDWATER FLOW DIRECTION R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:47: the investigation of soils, groundwater or geotechnical purposes shall be R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:47: not cause groundwater pollution or loss of water supplies in line with R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:47: groundwater protection’. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:51: groundwater, building fabric or other samples) have not been R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:53: 3.0 No groundwater encountered R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:54: 3.0 No groundwater encountered R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:55: 3.0 05/12/2022 00:00 4.80 Groundwater encountered R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:56: 3.0 No groundwater encountered R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:57: 3.0 No groundwater encountered R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:58: 3.0 No groundwater encountered R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:59: 3.0 No groundwater encountered R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:60: 3.0 06/12/2022 00:00 3.90 Groundwater encountered from R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:61: Groundwater Observations Plan View Remarks R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:61: 4. Groundwater not encountered during excavation. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:62: Groundwater Observations Plan View Remarks R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:62: 4. Groundwater not encountered during excavation. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:63: Groundwater Observations Plan View Remarks R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:63: 4. Groundwater not encountered during excavation. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:64: Groundwater Observations Plan View Remarks R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:64: 4. Groundwater not encountered during excavation. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:65: Groundwater Observations Plan View Remarks R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:65: 4. Groundwater not encountered during excavation. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:66: Groundwater Observations Plan View Remarks R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:66: 4. Groundwater not encountered during excavation. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:67: Groundwater Observations Plan View Remarks R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:67: 4. Groundwater not encountered during excavation. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:68: Groundwater Observations Plan View Remarks R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:68: 4. Groundwater not encountered during excavation. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:69: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:70: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:71: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:72: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:73: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:74: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:75: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:76: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:77: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:78: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:79: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:80: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:81: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:82: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:83: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:84: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:85: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:86: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:87: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:88: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:89: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:90: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:91: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:92: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:93: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:94: 01-09-2022 17:30 1.50 1.50 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:95: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:96: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:97: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:98: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:99: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:100: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:101: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:102: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:103: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:104: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:105: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:106: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:107: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:108: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:109: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:110: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:111: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:112: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:113: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:114: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:115: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:116: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:117: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:118: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:119: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:120: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:121: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:122: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:123: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:124: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:125: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:126: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:127: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:128: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:129: 20-09-2022 09:00 39.00 39.00 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:130: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:131: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:132: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:133: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:134: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:135: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:136: 5. Groundwater strikes not observed during drilling due to addition of flush water. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:433:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:433:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:444:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:444:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:461:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:461:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:477:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:477:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:496:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:496:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:514:ISO17025 accreditation applies to surface water and groundwater and usually one other matrix which is analysis specific, any other liquids are R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:514:As surface waters require different sample preparation to groundwaters the laboratory must be informed of the water type when submitting samples. R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:521:Arcadis 2022 Groundwater Monitoring Summary R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:521:Arcadis 2022 Groundwater Monitoring Summary R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:522: Appendix F: Groundwater Monitoring Summary R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:563:Comparison of Measured Concentrations of Contaminants of Concern in Groundwater with GAC R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:563:Groundwater with GAC R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:564: Appendix J: Comparison of Measured Concentrations of CoC in Groundwater/Leachate with GAC (µg/L) R-2023-0277-CD-DECISION NOTICE.pdf:4: the investigation of soils, groundwater or geotechnical purposes shall be R-2023-0277-CD-DECISION NOTICE.pdf:4: not cause groundwater pollution or loss of water supplies in line with R-2023-0277-CD-DECISION NOTICE.pdf:4: groundwater protection’. R-2021-0906-CD-EA_R20210906CD_OFFICIAL_240222.pdf:1:risk of contamination of surface and groundwater. The information submitted R-2021-0906-CD-Officer Report 0906.pdf:2:surface and groundwater. The information submitted indicates that the applicant will R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:7: - Coatham Marshes (groundwater) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:7: - Groundwater, including Mudstone R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:7: - Groundwater. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:8: - Groundwater, including Mudstone R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:9: - Coatham Marshes (groundwater) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:9: - Groundwater, including Mudstone R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:12: groundwater receptors and existing residential receptors, likely to be subject to effects from R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:12: more than one technical aspect. Effects on surface water and groundwater have been discussed R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44: groundwater receptors. Excavations can lead to contaminants entering the soils, subsequent R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44: leaching could result in altering groundwater quality through recharge and infiltration. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44: inform placement of excavation and construction vehicles. In addition, groundwater monitoring R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44: contaminants is likely, and whether groundwater flow could be affected, prior to groundworks R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44: activities such as excavation. The details of the groundwater monitoring required would be R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44: Groundwater Management Plan (‘GWMP’) to be submitted to the Local Planning Authority. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44:N5.48 In terms of groundwater, excavations at Long Acres are unlikely to extend much below the water R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44: and Not Significant for groundwater receptors, with the exception of Superficial aquifers (Made R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:45: connection to contaminated ground and the groundwater aquifers are not utilised as a resource. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:45: the cumulative effects in terms of groundwater are deemed to be Minor Beneficial and Not R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:45: Significant for groundwater pollution / contamination, and Negligible Adverse and Not R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:70: absence of surface and groundwater pathways to the sites. Schemes no. 18 and 19 are on the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:71: Significant for groundwater receptors with the exception of Superficial aquifers (Blown Sands) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:71: Minor Beneficial and Not Significant in terms of groundwater pollution / contamination for all R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:71: groundwater receptors except Coatham Marsh - where the effects are considered to be R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:71: Moderate Beneficial and Significant. For groundwater flows the effects are anticipated to R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:77: 16 GWMP - Groundwater Management Plan R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:5: on hydrology (surface water quality, levels and flows) and hydrogeology (groundwater quality R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:5: interrelationship with human health and groundwater quality is considered in Paragraph G 4.47 R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:8: Groundwater Regulations 1998 These require the prevention of List I substances (such as mercury, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:8: (Ref 25) cadmium, polyaromatic hydrocarbons) entering groundwater and the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:8: avoid pollution of groundwater. Within the context of the WFD, the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:8: groundwater daughter directive was brought into force in January 2009, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:8: which will seek to prevent deterioration in groundwater quality. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:9: • EA Principles and Practice for the Protection of Groundwater (GP3) (Ref 31); R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:9: • CIRIA Report 515: Groundwater Control – design and practice (Ref 7); R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:16: 7 Has powers to undertake works to manage flood risk from surface runoff, groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:18: both the surface water and groundwater environment, which will need consideration R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:18: reference R/2019/0767/OOM). The request included groundwater abstractions, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:19: EA groundwater vulnerability R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:19: Wood (2019), Former Steelworks Land, South Tees - Groundwater levels. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:19: Outline Remediation Strategy (Ref 57) Groundwater vulnerability. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:19: Enviros (2004), Soil and Groundwater Baseline Groundwater quality. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:19: Management Plans (Groundwater) (Ref 14) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:21: groundwater-dependent conservation R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:22: Major Results in complete loss of receptor or Major reduction in groundwater levels, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:22: which may be irrecoverable or slow to Major reduction in groundwater levels R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:22: groundwater dependent terrestrial R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:22: Moderate Results in some loss of receptor, or Moderate reduction in groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:22: potential to recover. Moderate reduction in groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:23: Minor Results in minor impact on feature, with Measurable reduction in groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:23: Measurable reduction in groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:27: Dabholm Beck. This is the proportion of total local streamflow which is mostly groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:27: moderate runoff rates and a moderate proportion of groundwater input to river flow. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:29: (originating from a watercourse), coastal, groundwater, surface water (pluvial), sewers and R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:31: N/A (Groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:31:G4.28 The site is located within the Tees Mercia Mudstone and Redcar Mudstone Groundwater water R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:32: controls the behaviour and quality of the groundwater and potential pathways to receptors and R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:32: clayey soils of coastal flats with naturally high groundwater. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:35: of groundwater due to localised features such as fissures, thin permeable horizons and R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: flat topography. Enviros (2004) also note that groundwater varies between 1.5 and 4.5 mAOD R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: (with an average 3.7 mbgl). Whilst limited site groundwater level data are available for the site R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: itself, elsewhere (e.g. the Foundry site) groundwater flow direction is noted to be towards Fleet R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: Beck and to the north towards Coatham Sands. Whether groundwater flow is towards Coatham R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36:G4.45 The conceptual understanding of the overall groundwater functioning of the site is for direct R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: bedrock mudstone. Groundwater heads within the more permeable units are likely to vary R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: so there may be local variations in groundwater elevation. Nonetheless, parts of the site are R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: most significant groundwater discharge boundary in this area for all permeable strata. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: Groundwater Quality R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36:G4.46 Groundwater vulnerability beneath the site is medium-high. This relates to the vulnerability of R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36:G4.47 The groundwater quality of the Redcar Mudstone groundwater body (ID GB40302G701300) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36:G4.49 There is a lack of previous investigations into groundwater quality at this site. However, CH2M R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: (Ref 5) assumes the groundwater quality within the Made Ground and superficial deposits is R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: the site (Ref 19) and these are shown on Figure G4.5. Of these, the groundwater abstractions are R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:38: groundwater-fed (Davy et al., 2010, (Ref 12)). In terms of management in relation to R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:39:G4.60 Given the likely hydraulic connectivity of the groundwater within the surrounding aquifers with R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:40: Groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:40: Mudstone bedrock The site sits on a bedrock aquifer of low-moderate groundwater Low R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:40: groundwater body which dominates the site is ‘Poor’, the overall R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:40: groundwater resource only yields limited amounts of R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:40: groundwater, as a Secondary B/ undifferentiated aquifer, and is R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:40: groundwater input from the southwest of the site. However, the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:42: i EA Principles and Practice for the Protection of Groundwater (GP3) (Ref 31); R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:42: vi CIRIA Report 515: Groundwater Control – design and practice (Ref 7); and R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:43: to avoid the creation of contaminant/groundwater migration pathways where possible. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:44: groundwater uncontrolled could impact the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:44: groundwater. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:45: untreated wastewater or chemicals into the groundwater table or water course. However, the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:46: shallow groundwater system, which could reach the Tees transitional WFD waterbody and other R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:46: groundwater vulnerability map available via the Defra MAGIC Map (Ref 43) indicates that the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:46: site is within an area of medium-high risk from groundwater (where 'high' equates to areas able R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:46: to easily transmit pollution to groundwater with high leaching soils). During site preparation R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: Groundwater Aquifer - Flows R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: surface would largely be expected to remain above the groundwater table, and it is unlikely that R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: groundwater would be encountered as part of these works. Reduced infiltration may be R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: effects on aquifer recharge. Nonetheless, given that groundwater is not used as a resource, the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: magnitude of the effect of excavation on groundwater flow is deemed to be minor. Alongside a R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: and Coatham Marshes, the magnitude of the change of excavation on groundwater flow is R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: Groundwater – Water Quality R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47:G5.21 Effects on groundwater quality could result from excavations and earthworks as well as spillages R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: permeability Glacial Till which limits the hydraulic continuity with the shallow groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: Sands) and Coatham Marshes, the magnitude of the effect of potential pollution on groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48: Groundwater Aquifer - Flows R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48: for superficial groundwater flows during operation is moderate, and for bedrock groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48: flows is minor. The site is located near the River Tees, a very significant groundwater discharge R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48: short. Hence, for the low sensitivity groundwater receptors (bedrock and superficial (Tidal Flats R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48: Coatham Marshes, the magnitude of the effect of changes in groundwater flows from reduced R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:49: Groundwater – Water Quality R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:49: introduce potential contaminants to groundwater. However, conversely, removal and treatment R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:49: of contaminant hotpots would improve groundwater quality of the superficial aquifer at the site. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:49: magnitude of change for groundwater quality during operation is minor, and the level of effect R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:49: on the low sensitivity groundwater receptors is Negligible Beneficial and Not Significant. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:49: Sands) and Coatham Marshes, the magnitude of the effect of potential pollution on groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50: strategy (for both foul and surface water and groundwater that builds on the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50:G6.4 In order to inform the drainage strategy, a groundwater monitoring programme shall be R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50: undertaken to include surveys that will characterise groundwater levels across the site, as well as R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50: shallow groundwater flow direction. The outcome of these surveys will be to establish the degree R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50: development, a construction phase Groundwater Management Plan (“GWMP”) will be R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50: will be informed by the groundwater monitoring programme and shall demonstrate that the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50: implemented with regards to groundwater through a monitoring regime. This monitoring R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:53: of local groundwater through increased R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:54: groundwater flows under a climate change scenario. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:54: to accommodate any groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:Secondary bedrock and Groundwater A Construction phase No additional mitigation identified. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:superficial aquifers recharge to the Groundwater Management Plan R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:(groundwater recharge) Secondary aquifers will be prepared and submitted R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:Secondary aquifers Groundwater quality As above, the risk of potential The SWMP will not include infiltration R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:(groundwater quality) of soils during this would be managed through R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55: materials. Groundwater Management Plan R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55: the groundwater Groundwater Management Plan drainage strategy will reduce the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:Superficial aquifers (Made Groundwater The GWMP will ensure that the The drainage strategy will ensure that R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55: Groundwater flow R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:Coatham Marsh Groundwater The GWMP will ensure that the The drainage strategy will ensure that R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:(groundwater) recharge to these construction of the proposed the proposed development doesn’t R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:56:groundwater mobilisation (e.g. identified. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:57: Groundwater Aquifer - Flows R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58: Groundwater Aquifer - Water Quality R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58: groundwater quality of the aquifer units may be affected where there is potential to generate R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58: groundwater. This may impact on the aquifer units below and any surface waters to which they R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58: groundwater quality. This is likely to result in no magnitude of change given the on-site R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58:G7.16 Overall, any effects on groundwater quality are likely to be of minor magnitude of change, given R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:59: Groundwater Aquifer - Flows R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:59: magnitude of the changes in groundwater flows from reduced recharge is deemed to be no R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:59: Groundwater Aquifer - Water Quality R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:59: the magnitude of the effect of changes in groundwater quality from remediation is deemed to be R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:62: Groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:64: local groundwater through R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:67: Groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:67: contaminated groundwater. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:67: generation of contaminated groundwater. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:67: groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68:G8.3 In relation to groundwater, the site has limited groundwater resource potential. The proposed R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: development should lead to an overall improvement of groundwater conditions through the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: contamination during storage. There is a potential connection between groundwater below the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: SSSI/SPA/Ramsar. Groundwater monitoring outcomes identified in the additional mitigation R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:69: 17 GWDTE Groundwater Dependent Terrestrial Ecosystem R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:70: 7 CIRIA Report C515 (2000). Groundwater control – design and practice (update of C515) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:70: (RP990). London: CIRIA. Now superseded by CIRIA (2016). C750 Groundwater control: R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:70: 10 Corus (2004) Soils and Groundwater Baseline Characterisation Study Teesside Works. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:71: 22 Enviros (2004), Soil and Groundwater Baseline Characterisation Study Teesside Works R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:71: 27 GOV.UK (1998). The Groundwater Regulations 1998: S 1998/2746. online GOV.UK, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:72: 33 GOV.UK (2013). Groundwater protection: Principles and practice (GP3). online R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:72: GOV.UK. Available at: <https://www.gov.uk/government/publications/groundwater- R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:72: superseded by GOV.UK (2017). Groundwater protection. online GOV.UK. Available at: R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:72: <https://www.gov.uk/government/collections/groundwater-protection> [Accessed 1st R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:4: 10 Appendix H10: DRAFT - Site Wide Groundwater Summary Report, Former Steelworks, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:5: 15 Appendix H15: Soil and Groundwater Baseline Characterisation Study Corus Teesside R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:5: 16 Appendix H16: Soil and Groundwater Baseline Characterisation Study Corus Teesside R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:5: 17 Appendix H17: Soil and Groundwater Baseline Characterisation Study Corus Teesside R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:5: 19 Appendix H19: Gas and Groundwater Monitoring at the CLE31 Landfill, STSC Site, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:6: 9 Groundwater Directive 2006/118/EC (Ref 9); R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:6: 21 Environment Agency, Land contamination groundwater compliance points: quantitative R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:6: 22 Environment Agency, Protect groundwater and prevent groundwater pollution, 2017 (Ref R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:6: 23 Environment Agency, Groundwater protection technical guidance, 2017 (Ref 23); R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:6: 24 Environment Agency, The Environment Agency’s approach to groundwater protection, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:9: methodology considers the potential presence of land and groundwater contamination as well as R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:9: 8 DRAFT - Site Wide Groundwater Summary Report, Former Steelworks, Redcar, Arcadis, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:9: 11 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Factual R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:9: 12 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:10: 13 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Summary R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:10: 15 Gas and Groundwater Monitoring at the CLE31 Landfill, STSC Site, Dunelm Geotechnical R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:11: contamination in spillage events from adversely affecting surface water or groundwater as R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:11: mobilisation of contaminants. The groundwater beneath the site is considered low R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:13: Surface waters and/or groundwater: Earthworks resulting in high R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:13: (Principal Aquifer, groundwater source Classification of surplus soil as R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:13: Surface water and/or groundwater: Pollution loss of feature or attribute R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:13: Surface waters and/or groundwater: Slight Earthworks resulting in low volume of R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:14: Surface waters and/or groundwater: attribute R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:15: whole of the Long Acre site, indicates that no active groundwater remediation is required on the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:15: groundwater is required. Comments received from RCBC (Ref:153731, 06/08/2019) (Appendix R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: Soil and Groundwater TS2 – area known as the Excavation of 9No shallow trial pits (11BT5 – R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: Advancing 2No groundwater monitoring R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: and recovery of one groundwater sample. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: A single round of groundwater monitoring was R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Installation of gas/groundwater monitoring R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Two post site work gas/groundwater monitoring R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: installations. Groundwater samples analysed for R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Installation of gas/groundwater monitoring R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Post site work gas/groundwater monitoring and R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: sampling visit. Groundwater samples analysed for R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:22: Installation of gas/groundwater monitoring R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:22: Three post site work gas/groundwater monitoring R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:22: installations. Groundwater samples analysed for R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:22: 4 Limited groundwater monitoring data exists, periodic monitoring should be undertaken to R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:22: better understand the groundwater quality and inform the baseline conditions in order to R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:22: provide early warning of any changes to groundwater quality during construction works. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:25:H4.44 A Groundwater Vulnerability Zone Minor Aquifer (High) is recorded along the northern R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:25: pollution to groundwater. The site is not in a groundwater Source Protection Zone. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:25:H4.45 The CH2M Desk Study records groundwater levels range between 3.5m and 4.0m AOD from R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:25: monitoring of surface water, groundwater and landfill gas, quarterly site walkovers conducted to R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:27: Soil and Groundwater Baseline Characterisation Study (Enviros 2004) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: from Made Ground and groundwater samples from the Redcar Mudstone Formation and Tidal R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: Flat Deposits. Some, but not all, dissolved contaminants in groundwater were consistent with R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: groundwater from the slag deposits and hydrocarbon impacts on the site. For some R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: significantly lower in leachate than in groundwater indicating either that the source of these R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: (DWS) in groundwater samples collected from the site, taking the wider environmental setting R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28:H4.64 Groundwater flows were inferred towards the north-east (Tidal Flats) and north-west R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: heavy metals, ammoniacal nitrogen, thiocyanate and phenol, and that groundwater flow is R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: was concluded to be warranted. Based on the groundwater flow direction to the north-east, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: groundwater was concluded to likely be low. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:28: Groundwater Applicable Medium R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:29: groundwater and migration into surface water R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:31: include soil and groundwater analysis and gas monitoring as required; R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:32: Environmental Receptors (Surface Waters and Groundwater) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:32:H5.12 As detailed above limited groundwater samples were obtained from across the site and dissolved R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:32: Standards. A risk to groundwater resources through leaching of contaminants was identified. A R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:32: 2019) and confirmed that active remediation of groundwater is not required. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:32:H5.14 The sensitivity of the controlled water receptors (surface waters and groundwater) is considered R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: Environmental Receptors (Surface Waters and Groundwater) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: proposed. There remains a data gap with respect to groundwater quality and soil leaching R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: potential across the site and further investigation and/or groundwater monitoring may be R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: required to inform the CSM and confirm the overall significance of likely impact to groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: receptors providing overall betterment of the groundwater quality. R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:37: Environmental Receptors (Surface Waters and Groundwater) R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:37:H7.2 The sensitivity of the surface water and/or groundwater is medium, and the magnitude of R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:38: groundwater and principal surface water feature (River Tees) are considered of low value and R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:38: Groundwater impacting the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:38: groundwater / R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:41: 9 Groundwater Directive 2006/118/EC; R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:41: 21 Environment Agency, Land contamination groundwater compliance points: quantitative R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:41: 22 Environment Agency, Protect groundwater and prevent groundwater pollution, 2017; R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:41: 23 Environment Agency, Groundwater protection technical guidance, 2017; R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:41: 24 Environment Agency, The Environment Agency’s approach to groundwater protection, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:42: 41 Gas and Groundwater Monitoring at the CLE31 Landfill, STSC Site, Dunelm Geotechnical R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:42: 46 DRAFT - Site Wide Groundwater Summary Report, Former Steelworks, Redcar, Arcadis, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:43: 52 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Factual R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:43: 53 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:43: 54 Soil and Groundwater Baseline Characterisation Study Corus Teesside Works, Summary R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:10: A Construction phase Groundwater Ground Water Applicant and R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:16: groundwater input to the culverts R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:18: In order to avoid adverse impacts upon the Groundwater R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:18: phase Groundwater Management Plan Planning Condition R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:18: be informed by the groundwater R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: and hydrogeology (groundwater quality and levels). It therefore closely relates to and references R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: and as Secondary (A and undifferentiated) superficial aquifers. Groundwater vulnerability R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: beneath the site is medium-high and the site does not lie within a defined groundwater Source R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: to the east of the site, are supported by groundwater from the superficial aquifers is not known. R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: Dabholm Cut, and Dabholm Gut and Coatham Marsh. The groundwater receptors are the R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: avoid the creation of contaminant/groundwater migration pathways. It is noted that the R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: watercourses and through surface water run-off. With regards to groundwater, effects could R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: on Coatham Dunes and Coatham Marshes, which may be connected to groundwater in the R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: Neutral. The effects on the remaining surface water and groundwater receptors, are considered R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: There is also the potential for the proposed development to affect groundwater receptors R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: reduction in contamination of groundwater arising from existing Made Ground (Negligible R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18:7.21 In addition, groundwater monitoring will be carried out, to determine whether the potential for R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: reduced infiltration or mobilisation of contaminants is likely, and whether groundwater flow R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: groundwater monitoring required would be derived from the findings of ground investigation R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: inform a construction phase Groundwater Management Plan (GWMP) to be submitted to RCBC. R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: impacts: for Coatham Dunes and Coatham Marshes in terms of groundwater, the effects would R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: be Negligible Adverse to Neutral and Not Significant. For other groundwater receptors, the R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: impacts on flows would remain Negligible Adverse and the impacts on groundwater quality are R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:19: through the site in an approximate east-west direction and groundwater, including a Secondary R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:19: sensitivity of identified surface water and groundwater receptors is considered medium R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:19: workers in the local area beyond the site boundaries, surface water and groundwater and the R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:20: health and safety standards, further ground investigations (soil and groundwater analysis and R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:20:8.13 A Negligible and Not Significant effect on surface water and groundwater is considered likely R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:29: from piling, a Drainage Strategy, a Construction Phase Groundwater Management Plan, a R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:35: 7 Any groundwater removed from excavations would be disposed of appropriately, and the R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:35: rate of groundwater flows into excavations should be continuously monitored along with R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:27: vii Reduced groundwater infiltration caused by the development. R-2020-0465-FFM-Officer report _R20200465FFM.pdf:5:risks to human Health from vapour intrusion of contaminants in groundwater R-2020-0465-FFM-Officer report _R20200465FFM.pdf:5:Standards for metals and PAH. An assessment of groundwater and surface R-2020-0465-FFM-Officer report _R20200465FFM.pdf:5: concentrations of CoC identified in groundwater should be undertaken R-2020-0465-FFM-Officer report _R20200465FFM.pdf:10:risks to human Health from vapour intrusion of contaminants in groundwater R-2020-0465-FFM-Officer report _R20200465FFM.pdf:10:Standards for metals and PAH. An assessment of groundwater and surface R-2020-0465-FFM-Officer report _R20200465FFM.pdf:10: concentrations of CoC identified in groundwater should be undertaken R-2020-0465-FFM-Officer report _R20200465FFM.pdf:20: receptors from concentrations of CoC identified in groundwater; R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:10:• Any groundwater recovered from excavations will be treated as required and R-2020-0465-FFM-Decision Notice_R20200465FFM.pdf:2: from concentrations of CoC identified in groundwater; and R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: identified within the soil with the potential to impact groundwater quality. Based on the low R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: sensitivity, productivity aquifer and saline intrusion into groundwater beneath the site and R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: groundwater. Groundwater within the area is recognised by the Environment Agency as being R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:9:  Enviros, Soil and Groundwater Baseline Characterisation Study Teesside Works, Summary Report R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:classification of ‘Moderate’ and a chemical classification of ‘Good’. The groundwater and tributary surface R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: The groundwater samples appear to be grab samples from trial pits. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25: Soil and Groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25:  One round of groundwater monitoring from 10 groundwater metals, pH, R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Groundwater: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Groundwater samples from the By Products Plant and SLEMS areas also indicated concentrations R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: GROs). Free product was noted in groundwater monitoring wells in the By Products area, R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Nine soil samples were analysed form her made ground and 3 groundwater samples were analysis. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: Groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: The groundwater results showed 30 - 62g/l of TPH at BH2B2 and BH2B3 in July 2007 and none in R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: 1B1 in January 2007. PAHs and BTEX were all below detection. No groundwater level data was R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: Groundwater levels across the site ranged from 0.8 to 7.6mbgl (and 1.17 to 6.84mAOD) and did R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: There was evidence of localised hydrocarbon contamination in soil and groundwater within the R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:30: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: store and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: formal aquifer classification. Groundwater in the Made Ground is likely to be in continuity with groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: hydraulic continuity between groundwater in the Made Ground and shallow superficial deposits and surface R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: There are no licensed groundwater abstractions within 1km of the area. There are no SPZs within the site or R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: is likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The presence R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: also influence groundwater flow. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: with shallow groundwater. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Groundwater The groundwater sensivity has been based on The Guidance for the Safe Development of Housing on Land R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: groundwater abstractions within 2km and the area is not located within an SPZ. Given the widespread former R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: degradation of groundwater quality. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Made Ground and Superficial deposits and therefore receive groundwater baseflow. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Groundwater testing by Enviros (2004) encountered elevated sulphate concentrations. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:42: Shadbolt Environmental investigations (2011) analysed groundwater samples, with results R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: (SLEMS). There were no groundwater abstractions within 1km of the site and no designated SPZs R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: Previous ground investigations indicate shallow perched groundwater at 1.5m to 2.5m depth. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43:  Groundwater – Low Sensitivity, no groundwater abstractions, thick low permeability drift R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: waters in clay deposits of limited connectivity with groundwater in superficial deposits R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Groundwater was encountered locally as perched water upon clay deposits in the base of the R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: holes, and many of the exploratory holes were dry whilst open. Only 3 samples of groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: samples were from trial pits, and results may not be representative of groundwater conditions. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Perched groundwater was encountered at depths of 0.5-2.5m bgl. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44: Visual evidence of hydrocarbons was present in perched groundwater in the Coke Works, by- R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Perched groundwater was encountered at the base of the Made Ground at depths of 2.3-3.0m bgl. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: benzo(a)pyrene locally in 2 samples. Groundwater results for the 3 samples tested were reported R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: users for a commercial/ industrial land use. The risks to controlled waters (groundwater and R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:45: Perched groundwater was encountered at depths of 0.5-1.5m bgl. Groundwater flow was R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: Up to 15 samples of groundwater were analysed for a suite of potential contaminants. The results R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: UK drinking water standards). Elevated sulphate concentrations in groundwater was attributed to R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46: groundwater), with respect to elevated PAHs and hydrocarbons at the former Coke Works and By- R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:46:  Oily groundwater at the Blast Furnace and Power Station; R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: Enviros trial pits encountered shallow groundwater between 1m and 2m depth on the western R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: deposits (laminated silt and clay). Perched groundwater has been encountered at the site, at R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:47: notably elevated pH (alkaline conditions) present in slag at the site. Analysis of groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Ground clay with occasional half of the site. Groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Groundwater The superficial deposits in the vicinity of the area are classified as an undifferentiated Secondary Aquifer. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Sensitivity There are no licensed abstractions within 1km of the site and Groundwater Sensitivity is assessed as being R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:63: Strata Description Typical Typical Groundwater Aquifer Status Comments R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: and yield limited amounts of groundwater. Secondary undifferentiated are aquifers where it is not possible to R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: classification. Groundwater in the Made Ground is likely to be in continuity with groundwater in the underlying R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: groundwater in the Made Ground and shallow superficial deposits and surface waters. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: investigation (Enviros, 2004) interpreted groundwater to have a general flow to the east. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: There are no licensed groundwater abstractions within 1km of the area There are no SPZs within the site or within R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: northwest. However, groundwater flow direction in shallow soils across the area is likely to be variable and R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: likely to be some tidal variability of groundwater in hydraulic continuity with surface waters. The Sherwood R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: significant thickness of Mercia Mudstone, which will limit the vertical connectivity with shallow groundwater. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Sensitivity The groundwater sensitivity is low. Although the area is underlain by Secondary aquifers, there are no local R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: groundwater abstractions and the area is not located within a SPZ. Given the widespread former and current R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: groundwater quality. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Ground and Superficial deposits and therefore receive groundwater baseflow. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: CH2M Hill reviewed the Enviros (2004) groundwater monitoring data. One round of testing was R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: conducted, and yanide and sulphur results exceeded the Tier 1 screening values in groundwater in R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Groundwater quality was found to not have changed significantly. Data indicated the continued R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: groundwater quality. Control levels were proposed for ammoniacal nitrogen, chromium, lead, R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:85: Groundwater is reported as several metres below the base of the landfill. There is no leachate R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:86: canteen wastes have been disposed in the landfill. Groundwater below the Warrenby Landfill was R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:86: landfill indicates that groundwater quality is not significantly deteriorating in the vicinity of the R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:86: limited evidence of groundwater deterioration, but should be designed to encourage run off. R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:94: Groundwater Leaching, infiltration and Pollution of Low Likelihood R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:94: (Medium) groundwater. Groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:94: groundwater. Groundwater R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: secondary Aquifer oil depot. Groundwater gen R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: SSSI) (Medium) oil depot. Groundwater gen R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: Groundwater Infiltration and Migration via Pollution of Low Likelihood R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: (Medium) and benzol. Groundwater g R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:95: and benzol. Groundwater g R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:96: Groundwater Infiltration and Migration via Pollution of Unlikely R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:100:Remediation options associated solely with groundwater have not been taken forward for further appraisal, R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: W = Groundwater and surface water organic Halogenated R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: means certain that even over a long period such b) Ground/groundwater contamination could be present on a R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: Circumstances are such that an event is not b) Ground/ groundwater contamination could be present R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:219: inevitable over the long-term, or there is evidence b) Ground/groundwater contamination could be present from R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:220: the EPA 1990, major impact on amenity groundwater close to smal R-2020-0465-FFM-R 20 0465 Con Land.pdf:1:from vapour intrusion of contaminants in groundwater has not been assessed. R-2020-0465-FFM-R 20 0465 Con Land.pdf:1:for metals and PAH. An assessment of groundwater and surface water quality has R-2020-0465-FFM-R 20 0465 Con Land.pdf:2: concentrations of CoC identified in groundwater should be undertaken R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:7:and groundwater to be conducted when further certainty on redevelopment scenarios has been confirmed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:7: groundwater investigation (to be reported under a separate cover), R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:11:Groundwater was not encountered during the investigation. The hydrogeological map for the area (Sheet 1: R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:11:Hydrogeological Map of England and Wales, 1:625,000 scale) indicates that groundwater beneath the site R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:11:within the Mercia Mudstone Formation is at an elevation of approximately 0m AOD with groundwater elevation R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:11:contours indicating a flow to the north. The site is not located within a Groundwater Source Protection Zone R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:12:and given the proximity to the Tees Estuary groundwater is likely to be tidally influenced and potentially subject R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15: Vapour inhalation pathways in relation to contaminants in soil and groundwater are potentially active, both R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15: in relation to soil would be considered potentially active. Given the depth to groundwater (greater than 4.5m R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15: groundwater are not considered active. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:15: Leaching of contaminants in the shallow soils to groundwater within the Tidal Flat Deposits is considered R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:16:Groundwater is a Controlled Water; therefore, the groundwater beneath the site requires consideration. At this R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:16:groundwater receptors at the site. It is noted that the site is not located within a Source Protection Zone (SPZ) R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:19:Quantitative assessment of risks arising from soil and groundwater contamination are assessed in accordance R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:19: B. Vapour inhalation of indoor and outdoor air from volatile contaminants in shallow groundwater, R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:21:Groundwater was not encountered within the trial pits therefore the significance of pollutant linkage B cannot R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22: 1) Leaching of CoC from Made Ground to groundwater in Tidal Flat Deposits R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22: 3) Horizontal Migration of contaminated groundwater to the Cleveland Channel watercourse R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22: 4) Migration of CoC in groundwater onto site from off-site sources R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22: 5) Migration of CoC in groundwater off site. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22:investigation was not intended to assess groundwater or surface water quality at the site. The proposed deep R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22:soil and groundwater investigation will assess pollutant linkages 2 to 5. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:22:Concentrations of leachable contaminants from soil leaching tests and groundwater samples have been R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:groundwater. Considering the site setting (close to saline coastal environment) these compounds are not R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:be made using PAHs in groundwater that have available WQS. This is considered to be sufficiently protective R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:groundwater will need to be completed to confirm this. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:receptors from these contaminants is likely to be low however investigation of the underlying groundwater will R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:25:contact with soil and/or groundwater. Substances such as dissolved metals, sulphate, cations, phenols and R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:27:from vapour intrusion of contaminants in groundwater has not been assessed as groundwater quality has not R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:27:Ground. As assessment of groundwater and surface water quality has not been conducted at this stage the R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:28: from concentrations of CoC identified in groundwater should be undertaken. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:33: On-Site Groundwater Source Incidental Ingestion R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:33: Off-Site Groundwater R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:34: On-Site Groundwater Source Incidental Ingestion R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:34: Off-Site Groundwater R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:117: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:117: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:120: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:120: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:122: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:122: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:125: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:125: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:128: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:128: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:131: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:131: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:134: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:134: No groundwater inflow observed. Between c.3.00-4.50m BGL - slag is damp. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:137: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:137: No groundwater inflow observed.Between c.3.70-4.50m BGL - slag is damp. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:140: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:140: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:143: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:143: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:146: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:146: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:149: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:152: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:152: No groundwater inflow observed. At c.3.70-4.50m BGL - slag is damp. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:155: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:155: No groundwater inflow observed. At c.3.50-4.50m BGL - slag is damp. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:158: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:158: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:161: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:161: No groundwater inflow observed. At c.3.80m BGL - slag is damp. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:164: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:164: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:167: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:167: No groundwater inflow observed. At c.3.50-4.00m BGL - Slag is damp. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:170: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:170: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:173: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:173: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:176: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:176: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:179: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:179: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:182: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:182: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:185: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:185: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:188: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:188: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:191: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:191: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:194: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:194: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:197: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:197: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:200: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:200: No groundwater inflow observed. At c.4.20-4.50m - slag is damp. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:203: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:203: No groundwater inflow observed. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:206: PLAN GROUNDWATER R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:206: No groundwater inflow observed. At c.3.50m BGL - slag is damp. R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:215:NVP Contaminant has low vapour phase in groundwater R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:8:• Any groundwater recovered from excavations will be treated as required and R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:73:Describe the functions and values of the wetland in groundwater recharge, flood control, sediment trapping, shoreline R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: The intake of dioxins via dermal absorption, groundwater and surface water exposure pathways is R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: 5.2.2 Groundwater R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: Exposure via groundwater can only occur if the groundwater is contaminated and consumed R-2023-0227-CD-TV_ERF_Air_Quality_Dioxin_Pathway_Intake_Assessment.pdf:11: As such the pathway from groundwater is deemed to be an insignificant risk and has been excluded