{include:Teesworks - keywords - menu} [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf|EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf]]:46: British Geological Survey (BGS) borehole records and geological maps indicate that [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf|EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf]]:10: • The comment made regarding further borehole/vibro-core composition has been [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf|EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf]]:34: boreholes and ground water monitoring [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf|EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf]]:51: borehole/ vibro-core material must be made available to the Archaeological [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf|EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf]]:51: specifically the sections relating to the recovery and storage of borehole/ vibro-core [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf|EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf]]:52: • Archaeological review of geotechnical borehole logs [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf|EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf]]:133: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf|EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf]]:184: “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf|EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf]]:44: criteria, and; and a plan for managing or otherwise decommissioning any boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000910-NZT DCO 6.2.18 ES Vol Chapter 18 Archaeology and Cultural Heritage.pdf|EN010103-000910-NZT DCO 6.2.18 ES Vol Chapter 18 Archaeology and Cultural Heritage.pdf]]:12: https://www.bgs.ac.uk/ for geotechnical borehole and geological data. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001743-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 17 - June 2022.pdf|EN010103-001743-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 17 - June 2022.pdf]]:9:Borehole : MS/BH11 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002348-0006-P1A4.5NTLIKC016-NTL SUBMISSIONS AND POSITION STATEMENT ISH5 ON BEHALF OF NORTH TEES GROUP 17.10.22.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:17: Excavation of trial pits of boreholes in byelaw margin [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:80: are present (e.g. old boreholes). In the event of egress of drilling fluid from [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf|EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf]]:18: Figure 10.4: BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf|EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf]]:13:is difficult to locate the boreholes referred to in the report. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf|EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf]]:15:Furthermore, the risk associated with the borehole density (pathways and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf|EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf]]:15:all boreholes are vertical and thus additional boreholes may need to be included [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf|EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf]]:19: Figure 10.4: BGS Boreholes Rev. 2.0 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001510-TEXT_ISH1_Session1_NetZeroTeesside_10052022.pdf|EN010103-001510-TEXT_ISH1_Session1_NetZeroTeesside_10052022.pdf]]:18:it possibly has slipped a little bit. The reason it's moved back is that we're currently drilling a borehole in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001510-TEXT_ISH1_Session1_NetZeroTeesside_10052022.pdf|EN010103-001510-TEXT_ISH1_Session1_NetZeroTeesside_10052022.pdf]]:18:committed to operate to make sure that we've got those, the borehole complete, and the samples [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf|EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf]]:21: boreholes is included in the PSSR. A summary of this information is provided [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (12).pdf|EN010103-001182-NZT EL (12).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (12).pdf|EN010103-001182-NZT EL (12).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (12).pdf|EN010103-001182-NZT EL (12).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (12).pdf|EN010103-001182-NZT EL (12).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf|EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf]]:9: through boreholes). Also, the modification of current drainage [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002061-NZT DCO 7.11.2 Second ES Addendum Vol II Cover and Contents August 2022 (D6).pdf|EN010103-002061-NZT DCO 7.11.2 Second ES Addendum Vol II Cover and Contents August 2022 (D6).pdf]]:4:Figure 10.41 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf|EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf]]:33:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf|EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf]]:33:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf|EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf]]:33:Borehole Map - Slice E [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:132:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:132:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:132:Borehole Map - Slice D [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf|EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf]]:21: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 – [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000911-NZT DCO 6.3 ES Vol II Cover and Contents.pdf|EN010103-000911-NZT DCO 6.3 ES Vol II Cover and Contents.pdf]]:4: Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (5).pdf|EN010103-001182-NZT EL (5).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (5).pdf|EN010103-001182-NZT EL (5).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (5).pdf|EN010103-001182-NZT EL (5).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (5).pdf|EN010103-001182-NZT EL (5).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf|EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf]]:18: Excavation of trial pits of boreholes in byelaw margin [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf|EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf]]:124: Mudstone (e.g. BGS Borehole ID 718374, NGR NZ 56627 25778), which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf|EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf]]:44: contamination; and a plan for managing or otherwise decommissioning any boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001570-NZT DCO 8.28 - Anglo American plc SoCG - May 2022.pdf|EN010103-001570-NZT DCO 8.28 - Anglo American plc SoCG - May 2022.pdf]]:6: Management Licence EAWML60092)). Monitoring boreholes are located [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf|EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf]]:131: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf|EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf]]:182: “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (6).pdf|EN010103-001182-NZT EL (6).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (6).pdf|EN010103-001182-NZT EL (6).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (6).pdf|EN010103-001182-NZT EL (6).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (6).pdf|EN010103-001182-NZT EL (6).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf|EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf]]:10: h) a plan for managing or otherwise decommissioning any boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf|EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf]]:10: purposes, including details of how redundant boreholes are to be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf|EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf]]:10: any boreholes that need to be retained for monitoring purposes will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf|EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf]]:10: demonstrate that all boreholes which are no longer required have been [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001344-NZT DCO 7.8.2 ES Addendum Vol II Cover and Contents.pdf|EN010103-001344-NZT DCO 7.8.2 ES Addendum Vol II Cover and Contents.pdf]]:3:Figure 10.4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002583-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes Nov 2022 (D12).pdf|EN010103-002583-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes Nov 2022 (D12).pdf]]:1: BGS Borehole (Depth m) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002583-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes Nov 2022 (D12).pdf|EN010103-002583-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes Nov 2022 (D12).pdf]]:1: BGS BOREHOLES [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000954-NZT DCO 6.3.30 ES Vol II Figure 10-4 BGS Boreholes.pdf|EN010103-000954-NZT DCO 6.3.30 ES Vol II Figure 10-4 BGS Boreholes.pdf]]:1: BGS Borehole (Depth m) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000954-NZT DCO 6.3.30 ES Vol II Figure 10-4 BGS Boreholes.pdf|EN010103-000954-NZT DCO 6.3.30 ES Vol II Figure 10-4 BGS Boreholes.pdf]]:1: BGS BOREHOLES [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf|EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf]]:72:surface water source e.g. a stream, or from underground strata (via borehole or [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000813-NZT DCO 1.2 - Application Guide.pdf|EN010103-000813-NZT DCO 1.2 - Application Guide.pdf]]:17: Figure 10.4: BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf|EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf]]:28: • Archaeological review of geotechnical borehole logs [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf|EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf]]:14: samples being taken and analysed from a borehole that will be drilled in June. The intention is to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf|EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf]]:52: (h) a plan for managing or otherwise decommissioning any boreholes installed for the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf|EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf]]:52: pollution, how any boreholes that need to be retained for monitoring purposes will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf|EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf]]:52: records within a report to be submitted to demonstrate that all boreholes which are no [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf|EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf]]:149: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf|EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf]]:196: (ii) the operation and maintenance of boreholes BH0627 and BH0628 is not interfered [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf|EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf]]:196: (iii) the operation and maintenance of borehole BH622 is not interfered with; and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf|EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf]]:198: and maintenance of boreholes BH0622, BH0627, BH0628; and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf|EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf]]:226: (i) mains, pipes, wells, boreholes, tanks, service reservoirs, pumping stations or other [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:114:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:114:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:114:Borehole Map - Slice G [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf|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, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf|EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf]]:4:are numerous boreholes provisions remain relevant pipeline corridor does not [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf|EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf]]:17: Effectan. A requirement for d mmitigation for borehole collapse [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:44:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:44:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:44:Borehole Map - Slice H [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL.pdf|EN010103-001182-NZT EL.pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL.pdf|EN010103-001182-NZT EL.pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL.pdf|EN010103-001182-NZT EL.pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL.pdf|EN010103-001182-NZT EL.pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000013-EN010103_Scoping Opinion.pdf|EN010103-000013-EN010103_Scoping Opinion.pdf]]:71:surface water source e.g. a stream, or from underground strata (via borehole or [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000013-EN010103_Scoping Opinion.pdf|EN010103-000013-EN010103_Scoping Opinion.pdf]]:133:such as wells, boreholes and water abstraction points. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf|EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf]]:22: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 – [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf|EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf]]:15: predetermined intersection location (see example graphic below). The off-shore borehole could pass through a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf|EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf]]:15: boreholes approach, downhole sensors would allow the drills to align and form into a single pilot hole. This [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001635-Anglo American - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf|EN010103-001635-Anglo American - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf]]:13: Monitoring boreholes are located within the areas of Works No [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf|EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf]]:128: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf|EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf]]:179: “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs, pumping [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf|EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf]]:51: (h) a plan for managing or otherwise decommissioning any boreholes installed for the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf|EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf]]:51: pollution, how any boreholes that need to be retained for monitoring purposes will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf|EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf]]:51: records within a report to be submitted to demonstrate that all boreholes which are no [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf|EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf]]:137: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf|EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf]]:191: (i) mains, pipes, wells, boreholes, tanks, service reservoirs, pumping stations or other [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf|EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf]]:18: Figure 10.4: BGS Boreholes Rev. 2.0 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf|EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf]]:21: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 – [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf|EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf]]:51: (h) a plan for managing or otherwise decommissioning any boreholes installed for the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf|EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf]]:51: pollution, how any boreholes that need to be retained for monitoring purposes will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf|EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf]]:51: records within a report to be submitted to demonstrate that all boreholes which are no [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf|EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf]]:142: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf|EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf]]:200: (i) “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf|EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf]]:20: number EPR/FB3601GS (formerly Waste Management Licence EAWML60092)). Monitoring boreholes to the Draft DCO [[REP2-002]] in response to Anglo American’s relevant representation [[REP1-045]]. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf|EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf]]:127:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf|EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf]]:127:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf|EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf]]:127:Borehole Map - Slice C [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:38: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:38: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:39: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:39: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:39: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:39: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:40: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:40: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:40: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:40: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:41: Location: Borehole W1 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:41: Location: Borehole W1 - Bunter Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:41: Location: Borehole X 4- Triassic Mudstones [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:41: Location: Borehole X4 - Triassic Mudstones [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:42: Location: Borehole X4 - Triassic Mudstones - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:42: Location: Borehole W4 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:42: Location: Borehole W4 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:42: Location: Borehole W4 - Bunter Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:43: Location: Borehole X 2 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:43: Location: Borehole W4 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:43: Location: Borehole W3 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:43: Location: Borehole W3 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:44: Location: Borehole W3 - Bunter Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:44: Location: Borehole X4 - Triassic Mudstones [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:152:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:152:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:152:Borehole Map - Slice B [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:5: 6.3 Boreholes and sampling ................................................................................................................. 30 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:5: 6.4 Borehole instrumentation and monitoring ....................................................................................... 32 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:9:Figure 8-1 Site Plan showing the locations of the scheduled boreholes and piezometers .................................. 127 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:14:BH Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:20: northwest) has not been assessed as there are no down gradient boreholes in the northwest area [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:30:• 18 resonance (sonic) drilling boreholes progressed to depths of between 11.70m and 20.00m bgl; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:30:• 15 sonic drilling boreholes were progressed using rotary core drilling with water flush, to depths ranging [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:31:6.3 Boreholes and sampling [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:31:All exploratory borehole locations were preceded by a hand-dug inspection pit to check for presence of buried [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:32:Resonance (sonic) drilling was undertaken in all exploratory boreholes to a maximum depth of 20.00m bgl. Sonic [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:32:Rotary cored drilling utilising the Geobore-S triple barrel coring system was undertaken in all boreholes with the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:33:6.4 Borehole instrumentation and monitoring [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:33:On completion of exploratory boreholes, boreholes were installed with the following instrumentation: [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:36:Vibrating wire piezometers (VWPs) were installed in 5 borehole installations, details of which are presented in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:39:7 gas monitoring standpipes were installed within the Made Ground in selected boreholes. Three ground gas [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:39:liquid (NAPL). NAPL was not recorded in any of the boreholes throughout the monitoring programme. The gas [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:47: high cobble and low boulder content. Cobbles and and locally in boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:48:encountered in trial pits with boulder fragments suspected to be present occasionally in boreholes. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:49:Lacustrine Deposits (b3) were encountered in 15 exploratory holes across both sites, present in all boreholes, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:49:Glacial Till (b1) was encountered in 18 exploratory holes, present in all boreholes, LF\CPT03 and LF\CPT04. Glacial [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:49:Bedrock geology of the Redcar Mudstone Formation was encountered in all boreholes across the site, at depths [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:51:beneath the site. The boreholes and piezometers have been equipped with automatic water level transducers [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:52:Made Ground: Made Ground (d4) was encountered in all the boreholes across the site, with piezometers installed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:54:out at the site on selected boreholes following additional well development activities completed in September 2021. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:54:is used to create the change (rise or fall) in the water level in the borehole during the test. The complete tests (data [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:54: Borehole ID Geology Slug Test Variable Head Test [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:55: Borehole ID Geology Slug Test Variable Head Test [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:57:boreholes using an EC probe which estimates the proportion of the salt/ionic solutes concentration in the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:58:in the Round 2 data and or anomalously low/high spikes in EC values from a single borehole between each [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:58:Note: It is noted that the currently available EC data from each sampling borehole and the geological unit is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:59:• Undrained shear strengths for specific borehole profiles at the structure foundation locations will be further [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:60:borehole locations, to provide estimates of ground stiffness within the bedrock. At each borehole, two levels of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:78:Slag expansivity testing has been completed on samples retrieved from 3 boreholes and 9 machine excavated trial pits [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:82:Due to ecological access constraints, two trial pits and a borehole proposed to be undertaken in the northwest [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:84:due to access constraints. As there were also no boreholes/monitoring wells drilled/installed as part of the previous [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:84:additional boreholes within the north west corner of the site (if possible) would be beneficial to assess [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:86:borehole (MS\BH13) recorded less than limit of detection for naphthalene for both Round 2 and Round 3, having [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:89:access constraints there are no down gradient boreholes to able to fully assess the potential for migration off site. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:89:Additional boreholes within the northwest corner of the site (if able to be undertaken) would be beneficial to be able [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:91:• 280 exploratory holes including exploratory holes from 2021 AEG investigations (39), historic boreholes from [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:92:• Boreholes with known buried obstructions [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:103:(c2) was 1.89m bgl (2.78m OD) in borehole MS\BH03. Considering existing ground levels, excavations extending [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:110:drilling exploratory boreholes terminated at shallow depth due to obstructions. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:113:Confirmatory ground investigation has been completed including 12 No boreholes and 8 No machine excavated [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:119: of the Site due to access constraints. Therefore, it should be noted that there are no down gradient boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:120:Formation was encountered in all exploratory boreholes. The weathered top is indicated to be present to depths of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:123:There are no down gradient boreholes (in the northwest of the site) to able to fully assess the potential for migration [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:129: Sonic Drilled Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:129: Sonic Drilled Borehole with Rotary Core [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:130: Sonic Drilled Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:130: LF\TP01 Fuel Tank ^LF\TP01 Sonic Drilled Borehole with Rotary Core [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:131: Sonic Drilled Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:131: ^LF\TP01 ^LF\TP01 Sonic Drilled Borehole with Rotary Core [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:132: Sonic Drilled Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:132: ^LF\TP01 ^LF\TP01 Sonic Drilled Borehole with Rotary Core [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:159:Figure 8-1 Site Plan showing the locations of the scheduled boreholes and piezometers [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:178: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:179: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:180: Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:181: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:240: S1-BH05.. It is worth noting that there were no boreholes in the vicinity of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:267:monitoring wells in the north of the site. The closest down gradient borehole (MS\BH13) recorded less than limit of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:269:the potential for migration off site. Additional boreholes within the northwest corner of the site (if able to be undertaken) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:279:For this study, the borehole gas concentration and flow rate results for carbon dioxide (CO 2) and methane (CH4) have [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:280:2 Low <0.7 Borehole air flow rate not [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf|EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf]]:19: Figure 10.4: BGS Boreholes Rev. 2.0 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf|EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf]]:113: therefore it is difficult to locate the boreholes referred to in the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf|EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf]]:115: underscored. Furthermore, the risk associated with the borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf|EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf]]:115: all boreholes are vertical and thus additional boreholes may need to vicinity of Bran Sands Landfill. The EA will be consulted before these [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf|EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf]]:132: EA (March 2009) indicate elevated carbon dioxide levels at boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000005-EN010103_Scoping Report.pdf|EN010103-000005-EN010103_Scoping Report.pdf]]:45: British Geological Survey (BGS) borehole records and geological maps indicate that [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf|EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf]]:64: and clean water in Nigeria, mainly in the north-east areas, by drilling boreholes powered with photovoltaic [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf|EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf]]:22: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 – [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf|EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf]]:4: managing or otherwise decommissioning any boreholes installed for the investigation of soils, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (7).pdf|EN010103-001182-NZT EL (7).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (7).pdf|EN010103-001182-NZT EL (7).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (7).pdf|EN010103-001182-NZT EL (7).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (7).pdf|EN010103-001182-NZT EL (7).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf|EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf]]:7: installation of additional monitoring boreholes if necessary - to ensure that all key [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf|EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf]]:7: proposed PCC site and then during construction. Monitoring boreholes will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf|EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf]]:7: maintained and, if necessary, replaced, with abandoned boreholes sealed to an [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf|EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf]]:54: drilling a borehole for NEP in June 2022. The TOOPEP is created to meet [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf|EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf]]:94: RCBC pitting (12 no.) to >4.5 m depth and sonic (18 no.) boreholes (to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf|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. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:80:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:80:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:80:Borehole Map - Slice B [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf|EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf]]:129: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf|EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf]]:182: “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:3: Table 4: Borehole Summary .........................................................................................10 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:4: Historical Borehole Condition Survey 8 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:9:birds were present in the area of MS\BH01. This area was subsequently cordoned off and the borehole was [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:12:Table 4: Borehole Summary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:15:borehole using a compressor and associated pipework, with all extracted water collected and stored in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:15:boreholes on site. The results of this survey is presented as Field Data Enclosure 8. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:21:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:22:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:22: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:24:Water Depth Water level within the borehole at the start and end of shift. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:24:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:24:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:24:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:25:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf|EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf]]:31: as thrust boring or directionally drilled boreholes may be feasible. Both boring [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (11).pdf|EN010103-001182-NZT EL (11).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (11).pdf|EN010103-001182-NZT EL (11).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (11).pdf|EN010103-001182-NZT EL (11).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (11).pdf|EN010103-001182-NZT EL (11).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf|EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf]]:22: 6.3.30 Figure 10.4: BGS Boreholes - September2022 – [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:626: Table 2.3 Borehole information .................................................................................................. 12 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:629:the central third of the probe, so loading the borehole wall. The expansion of the membrane is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:631:information provided by AEG. For MS/BH07 and MS/BH11 this is based on borehole specific [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:632:which may be modified, is intended to refer to the borehole and the ‘T’ refers to the individual test, so [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:632:a typical test reference is B09T1 – the first test in borehole MS/BH09. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:633:Table 2.1 below details the pressuremeter testing carried in the boreholes. Table 2.2 provides [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:633:background information about the tests and probe used. Table 2.3 contains borehole details. Notes on [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:634:Table 2.3 Borehole information [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:634: 1. The coordinates and ground level of the boreholes have been provided by Allied Exploration & [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:637: the borehole preparation on local fracturing whilst Gur is more representative of the rock [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:642:formed by an H size barrel. On completion of a test it is removed from the borehole which is then [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:642:expands, pressing against the borehole wall. The radial displacement of the inside boundary of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:644:its contribution is small. By its very nature there is a gap between the instrument and the borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:649:once in the borehole the pressure transducers will read the head of oil. For gas inflation it is probably [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:649:better to use the zero readings when the probe is in place in the borehole, because it will then be at [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:655:practice is designed to preserve the core without regard for the borehole wall. This is the opposite of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:656:of the borehole. Hence there are large displacements for very little pressure. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:659:This is simple strain and when displacements are measured at the borehole wall is termed cavity [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:660:Figure 1.1 shows how pressures and strains in the expanding borehole are defined. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:665: 𝛾𝑐 Shear strain at the borehole wall [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:682:first occurs at the borehole wall when the radial stress is: [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:686:point where the membrane bears on the borehole wall. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:687:where it bears against the borehole wall. Before using the calibrated data file, therefore, the analysis [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:692:Table 1 below details the pressuremeter testing carried in the boreholes. Table 2 provides background [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:692:information about the tests and probe used. Table 3 provides borehole information. Notes on the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:692: 3. Material is as reported on site without reference to borehole logs. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:693:Table 3 Borehole location information [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:693: 1. The coordinates and ground level of the boreholes have been provided by Allied Exploration & [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:696:Figure 1 All tests on common axes – All boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:697: All boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:698:Borehole : MS/BH06 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:719:Borehole : MS/BH06 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:740:Borehole : MS/BH07 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:757:Borehole : MS/BH07 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:782:Borehole : MS/BH09 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:800:Borehole : MS/BH09 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:821:Borehole : MS/BH11 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (10).pdf|EN010103-001182-NZT EL (10).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (10).pdf|EN010103-001182-NZT EL (10).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (10).pdf|EN010103-001182-NZT EL (10).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (10).pdf|EN010103-001182-NZT EL (10).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf|EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf]]:2: monitoring boreholes and validation records. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf|EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf]]:5:(i) a plan for managing and /or decommissioning any boreholes installed for [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf|EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf]]:5:boreholes are to be decommissioned and how any boreholes that need to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf|EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf]]:5:shall be submitted to demonstrate that all boreholes no longer required [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf|EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf]]:6: a borehole 11m bgl]. party Infrastructure. design. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf|EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf]]:8: recorded on the borehole magnetometer probing at [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:12: additional data from an offshore borehole and a report on marine [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:284: Breakouts may also occur where man made features are present (e.g. old SI boreholes). In the event of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:285: breakout. Cuttings in the borehole also lead to increased drilling forces, and can eventually [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:285: assist in monitoring the state of the borehole is Downhole Annular Pressure Monitoring. Supplied as a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:285: standard add-on to the guidance equipment the tool measures the pressure in the borehole annulus in real- [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:287:Lost circulation is the loss of drilling fluid from the borehole through cracks, crevices, or porous formations to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:293: Score ‘2’ = Severe, A Major bentonite breakout is very unlikely if all the mitigation measures are followed. However, there is always a chance that for example an old borehole was missed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001758-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 2 - June 2022.pdf|EN010103-001758-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 2 - June 2022.pdf]]:30:Historical Borehole Condition Survey [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (13).pdf|EN010103-001182-NZT EL (13).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (13).pdf|EN010103-001182-NZT EL (13).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (13).pdf|EN010103-001182-NZT EL (13).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (13).pdf|EN010103-001182-NZT EL (13).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf|EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf]]:19: Figure 10.4: BGS Boreholes Rev. 2.0 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf|EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf]]:22: 6.3.30 Figure 10.4: BGS Boreholes - November 2022 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf|EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf]]:8:Borehole A hole bored into the ground, usually as part of investigations, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (9).pdf|EN010103-001182-NZT EL (9).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (9).pdf|EN010103-001182-NZT EL (9).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (9).pdf|EN010103-001182-NZT EL (9).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (9).pdf|EN010103-001182-NZT EL (9).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002425-Deadline 11 NTG Submission Deadline 11 - Various matters.pdf|EN010103-002425-Deadline 11 NTG Submission Deadline 11 - Various matters.pdf]]:9:positions. There are numerous boreholes for ground water monitoring [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002425-Deadline 11 NTG Submission Deadline 11 - Various matters.pdf|EN010103-002425-Deadline 11 NTG Submission Deadline 11 - Various matters.pdf]]:21:monitoring, oversight on the installation of any boreholes and ground water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (3).pdf|EN010103-001182-NZT EL (3).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (3).pdf|EN010103-001182-NZT EL (3).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (3).pdf|EN010103-001182-NZT EL (3).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (3).pdf|EN010103-001182-NZT EL (3).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (2).pdf|EN010103-001182-NZT EL (2).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (2).pdf|EN010103-001182-NZT EL (2).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (2).pdf|EN010103-001182-NZT EL (2).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (2).pdf|EN010103-001182-NZT EL (2).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf|EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf]]:22: 6.3.30 Figure 10.4: BGS Boreholes - November 2022 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:126: seismic data and information acquired from 3 well penetrations with 5 to 7-inch boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:153:inch boreholes at the reservoir sand face, the data collected thus far is insufficient to fully [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf|EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf]]:33: numerous boreholes for ground water – see the Applicants’ Comments on D9 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001852-6.3.123a - ES Figure 18-4 - June 2022(D3).pdf|EN010103-001852-6.3.123a - ES Figure 18-4 - June 2022(D3).pdf]]:1: BGS Borehole (Depth m) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:1:Bunter Outcrop Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:1: Document bp IMDC Document Controller Applicability: Bunter outcrop borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:2:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:2: associated with the borehole operations, bp must ensure that all necessary measures are taken [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:3:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:4:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:5: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:6:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:6: ROff 1.7 Hydrocarbon Inventories and Borehole Data 1-17 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:6: ROff 1.7.2 NEP Bunter Outcrop Borehole Data 1-17 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:7: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:7: of NEP Bunter Outcrop Borehole 2-6 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:7: of the NEP Bunter Outcrop Borehole 2-7 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:7: Borehole Approaching Waters Outside the UKCS 2-7 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:7: Borehole with Potential or Actual Shoreline Impact 2-7 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:8:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:8: 2.1.2 Borehole 3-4 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:9:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:10:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:11:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:12:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:13: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:14:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:15: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:15: *Distances and bearings given above are relative to the NEP Bunter outcrop shallow borehole. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:16:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:17: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:17: Well type Geotechnical shallow well/borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:18:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:18: NEP Bunter outcrop borehole Netherlands 248km [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:19: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:19: the risk of encountering shallow hydrocarbon/gas at the proposed borehole location is negligible. Any [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:20:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:20: Refer to ROff 1.7 Hydrocarbon Inventories and Borehole Data for specific hydrocarbon inventories. The field diagram below shows proximity to existing Infrastructure and seabed leases. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:21:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:21: ROff 1.7 Hydrocarbon Inventories and Borehole Data [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:21: proposed NEP borehole location is negligible. Any potential hydrocarbon release risk is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:21: ROff 1.7.2 NEP Bunter Outcrop Borehole Data [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:21: Project description Drilling and abandonment of shallow geotechnical borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:21: Well type Shallow geotechnical borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:22: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:23:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:24: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:25:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:26: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:27:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:28: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:29:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:30: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:31:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:32: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:33:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:34: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:35:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:36: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:37:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:38: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:39:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:40: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:41:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:42:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:43:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:43: Endurance Partnership (NEP) Bunter outcrop borehole location being undertaken from the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:44: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:44: This section details the supporting NEP Bunter outcrop borehole information [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:44: abandonment of the NEP Bunter outcrop borehole, situated in the UKCS and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:45:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:45: borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:46: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:46: of NEP Bunter Outcrop Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:46: outcrop borehole, the OIM of the Valaris Norway will initially assume the role of OSC. The OSC [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:46: When Valaris are operating at the Bunter outcrop borehole location on behalf of bp, they will [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:47:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:47: of the NEP Bunter Outcrop Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:47: Where a release originates outside the Bunter outcrop borehole operations (500m zone of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:47: 2.3 Hydrocarbon Release from NEP Bunter Outcrop Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:47: In the event of a hydrocarbon release originating from operations at the Bunter outcrop borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:47: 2.4 Hydrocarbon Release from the NEP Bunter Outcrop Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:47: In the event of a hydrocarbon release associated with NEP Bunter outcrop borehole operations [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:48: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:48: Bunter outcrop borehole, the Valaris Norway OIM (or their delegate) will notify the bp Wellsite [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:49:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:50: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:51:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:52: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:52: Refer to ROff 1.7 Hydrocarbon Inventories and Borehole Data for further information. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:52: These are detailed in ROff 1.7 Hydrocarbon Inventories and Borehole Data. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:52: from the Valaris Norway when operating at the NEP Bunter outcrop borehole location. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:53:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:53: The various hydrocarbon types stored at the NEP Bunter outcrop borehole location have been [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:54: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:54: borehole. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:55:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:55: The NEP Bunter outcrop borehole sits in ICES rectangle 37/F1. Below are details of the fish [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:55: Commercial Fishing Effort: the area surrounding the Bunter outcrop borehole has a moderate [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:56: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:56: The NEP Bunter outcrop borehole lies within Quadrant 43/28 where several cetacean species [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:57:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:57: to be impacted as a result of a hydrocarbon release from the NEP Bunter outcrop borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:58: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:58: The borehole is within the Southern North Sea SAC (summer area), designated for the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:59:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:59: result of the NEP Bunter outcrop borehole operations. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:59: outcrop borehole location. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:60: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:61:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:62: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:63:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:64: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:65:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:66: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:67:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:68: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:69:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:70: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:71:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:72:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:73:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:73: This document specifically applies to the NEP Bunter outcrop borehole operations, including [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:73: any associated drilling, sampling/coring and borehole abandonment. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:74: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:74: Inventories and Borehole Data. The largest single diesel store onboard the Valaris Norway is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:74: 2.1.2 Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:74: There are no pipelines associated with the Bunter outcrop borehole operations. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:75:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:75: The location of the NEP Bunter outcrop borehole is environmentally sensitive, as the borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:75: • Cetacean sensitivities: The borehole lies within the Southern North Sea SAC (summer [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:76: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:77:bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf|EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf]]:78: bp NEP Bunter Outcrop Borehole Temporary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:42:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:42:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:42:Borehole Map - Slice I [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001360-NZTDCO 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes.pdf|EN010103-001360-NZTDCO 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes.pdf]]:1: BGS Borehole (Depth m) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001360-NZTDCO 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes.pdf|EN010103-001360-NZTDCO 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes.pdf]]:1: BGS BOREHOLES [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf|EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf]]:19:such as wells, boreholes and water abstraction points. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf|EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf]]:36:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf|EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf]]:36:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf|EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf]]:36:Borehole Map - Slice D [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf|EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf]]:22: 6.3.30 Figure 10.4: BGS Boreholes - November 2022 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:119:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:119:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:119:Borehole Map - Slice F [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001974-Exolum Seal Sands.pdf|EN010103-001974-Exolum Seal Sands.pdf]]:2: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001974-Exolum Seal Sands.pdf|EN010103-001974-Exolum Seal Sands.pdf]]:7: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf|EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf]]:23: 6.3.30 Figure 10.4: BGS Boreholes - September2022 – [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (14).pdf|EN010103-001182-NZT EL (14).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (14).pdf|EN010103-001182-NZT EL (14).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (14).pdf|EN010103-001182-NZT EL (14).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (14).pdf|EN010103-001182-NZT EL (14).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (8).pdf|EN010103-001182-NZT EL (8).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (8).pdf|EN010103-001182-NZT EL (8).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (8).pdf|EN010103-001182-NZT EL (8).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (8).pdf|EN010103-001182-NZT EL (8).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:39: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:39: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:40: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:40: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:40: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:40: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:41: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:41: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:41: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:41: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:42: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:42: Location: Borehole - Bunter Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:42: Location: Borehole - Sherwood Sandstone - Wilton [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:42: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:43: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:43: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:43: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:43: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:44: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:44: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:44: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:44: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:45: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:45: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:45: Location: Borehole - Bunter Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:45: Location: Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:46: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:46: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:46: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:46: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:47: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:47: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:47: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:47: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:48: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:48: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:48: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:48: Location: Borehole - Bunter Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:49: Location: Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:49: Location: Borehole X 2 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:49: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:49: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:50: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:50: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:50: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:50: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:51: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:51: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:51: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:51: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:52: Location: Borehole W10 - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:52: Location: Borehole W10 - Bunter Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:52: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:52: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:53: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:53: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:53: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:53: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:54: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:54: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:54: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:54: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:55: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:55: Location: Borehole - Bunter Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:55: Location: Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:55: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:56: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:56: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:56: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:56: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:57: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:57: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:57: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:57: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:58: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:58: Location: Borehole - Sherwood Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:58: Location: Borehole - Bunter Sandstone - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:58: Location: Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:59: Location: Borehole X 2 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:59: Location: Borehole X2 - Triassic Mudstones - Seal Sands [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:133:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:133:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:133:Borehole Map - Slice F [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf|EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf]]:4: it does not appear that previous ground investigation exploratory boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002465-NTL Letter to Planning Inspectorate Deadline 12 various EN010103 01.11.22.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf|EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf]]:2:maintain boreholes and validatory records. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf|EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf]]:3: into account the monitoring boreholes, foundations, base of excavation, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf|EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf]]:6: (i) a plan for managing and /or decommissioning any boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf|EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf]]:6: purposes. The plan shall provide details of how redundant boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf|EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf]]:6: are to be decommissioned and how any boreholes that need to be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf|EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf]]:6: report shall be submitted to demonstrate that all boreholes no longer [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf|EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf]]:8: into account the monitoring boreholes, foundations, base of excavation, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:15:fields are measured at the Earth's surface or in boreholes in order to map variations in the Earth's electrical [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf|EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf]]:131: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf|EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf]]:182: “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:53:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:53:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:53:Borehole Map - Slice H [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:17: Excavation of trial pits of boreholes in byelaw margin [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:77: boreholes). In the event of egress of drilling fluid from the bore it is only likely [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (4).pdf|EN010103-001182-NZT EL (4).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (4).pdf|EN010103-001182-NZT EL (4).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (4).pdf|EN010103-001182-NZT EL (4).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (4).pdf|EN010103-001182-NZT EL (4).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf|EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf]]:131: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf|EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf]]:183: “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs, pumping [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf|EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf]]:51: (h) a plan for managing or otherwise decommissioning any boreholes installed for the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf|EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf]]:51: pollution, how any boreholes that need to be retained for monitoring purposes will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf|EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf]]:51: records within a report to be submitted to demonstrate that all boreholes which are no [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf|EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf]]:144: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf|EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf]]:191: (ii) the operation and maintenance of boreholes BH0627 and BH0628 is not interfered [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf|EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf]]:191: (iii) the operation and maintenance of borehole BH622 is not interfered with; and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf|EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf]]:192: and maintenance of boreholes BH0622, BH0627, BH0628; and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf|EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf]]:219: (i) mains, pipes, wells, boreholes, tanks, service reservoirs, pumping stations or other [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf|EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf]]:22: 6.3.30 Figure 10.4: BGS Boreholes - September2022 – [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf|EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf]]:12: period. Despite not being recorded in available borehole data, there is potential for organic material such as peat to be present within the alluvium [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002262-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes September 2022(D8).pdf|EN010103-002262-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes September 2022(D8).pdf]]:1: BGS Borehole (Depth m) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002262-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes September 2022(D8).pdf|EN010103-002262-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes September 2022(D8).pdf]]:1: BGS BOREHOLES [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002294-ExA Q2 Historic England.pdf|EN010103-002294-ExA Q2 Historic England.pdf]]:5: with a post-consent WSI. Crucially, the supply of undisturbed vibro-core and/or borehole material must be prior to any [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (1).pdf|EN010103-001182-NZT EL (1).pdf]]:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (1).pdf|EN010103-001182-NZT EL (1).pdf]]:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (1).pdf|EN010103-001182-NZT EL (1).pdf]]:77: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001182-NZT EL (1).pdf|EN010103-001182-NZT EL (1).pdf]]:92: Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:58:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:58:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:58:Borehole Map - Slice E [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf|EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf]]:22: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 – [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:2:Table 10A-5: Selected BGS Boreholes................................................................ 10-36 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:2:Table 10A-6: BGS Boreholes .............................................................................. 10-37 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:8: BGS BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:9:Factual Reports Exploration & Former Steelworks, Redcar – Advance Boreholes in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:11: • 31 cable percussion boreholes, 7 of which were continued by rotary [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:12: boreholes were sunk to depths of 0.50 to 27.40 m bgl. Seven of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:12: boreholes to depths between 39.80 and 41.00 m bgl. The trial pits were [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:12: borehole at 11.0m depth, which was subsequently terminated. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:12:10.6.17 Monitoring instrumentation was installed in 26 of the 31 boreholes. The [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:12: 26 borehole installations included Mini-Diver instruments to provide [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:13: • seven cable percussion boreholes, one of which was extended by [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:13:10.6.21 Seven cable percussion boreholes were sunk to depths of 15.5 to 23.5m [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:13: bgl. One of the seven boreholes was further advanced by rotary coring to a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:13: depth of 40.3m bgl. Six of the seven boreholes were drilled previously [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:13: boreholes. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:13: standpipes) were installed in all seven boreholes. Instruments were [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:13: boreholes on three occasions after purging. The recovered samples were [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:14: • 26 boreholes to target depth of 15 to 20m or refusal on bedrock; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:14: magnetometer at each borehole in the natural deposits; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:16:10.6.33 Superficial soils, primarily identified from boreholes, comprised: [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:16:10.6.34 Blown sand was present in one borehole located in the Redcar Stores area [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:17:10.6.38 A magnetic anomaly was encountered whilst progressing one borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:17:10.6.41 Rocks of the Penarth Group were found in one borehole only, recovered as [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:20: anomaly in one borehole drilled as part of the advanced GI works. It was [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:31: boreholes provide little additional detail on the depth and composition of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:34: are reported to comprise of Sand and Silt. From borehole logs it is found [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:38: BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:38:10.8.39 The positions of boreholes held by the BGS Onshore Geoindex national [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:38: borehole database within the Site are shown in Figure: 10-4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:38: (ES Volume II, Document Ref. 6.3). The boreholes are differentiated on the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:38: figure by colour. Positions coloured blue represent boreholes of 0 to 10 m [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:38: depth, with those coloured green indicating boreholes of 10 to 30 m depth [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:38: and those coloured red greater than 30 m depth. Fourteen of these borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:38:10.8.40 The location of the selected boreholes in relation to individual proposed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:39:Table 10A-5: Selected BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:39:No. Site Area Borehole number BGS Borehole reference [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:39: 1. No boreholes available for PCC Site, so, interpretation is based on the records of 2 nearby boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:39: 2. [[2]]: There are no BGS boreholes located within the CO₂ Export Pipeline site area. Due to the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:39: position of the proposed development the closest boreholes to this region are not considered [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:39: 3. [[3]]: Borehole log summarised in PCC Site subsection of Table 6 (see below). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:39:10.8.41 The strata proved in the selected BGS boreholes are summarised in Table [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:40:Table 10A-6: BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:40:PCC Site – no BGS boreholes are located within the proposed site area [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:40:NZ52SE51 – Location: 456023, 525506. Approximately 310m south of the PCC Site (refer to this borehole positioned within the CO₂ Gathering Network and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:40:Borehole Name: Redcar Stage 2 3001 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:41:NZ52NE56 – Location: 456657, 525710. Within the Water Connections Corridor site area. Approximately 180m west of the PCC Site (refer to this borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:41:Borehole Name: Redcar Stage 2 3903A [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:41:Borehole Name: Redcar Steel Works, Tees T4 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:42:Borehole Name: Redcar Works [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:43:Borehole Name: Billingham Cooling Towers [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:44:Borehole Name: Seal Sands Industrial Development R [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:45:Borehole Name: ICI River Tees Tunnel Borings [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:45:Borehole: Wilton Tip Extension T271 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:46:(refer to this borehole for the Electrical Corridors). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:46:Borehole Name: Foreshore Bire at Lackenby [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:47:Borehole Name: Wilton ICI 7a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:48:Borehole Name: Redcar Stage 2 3001 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:49:Borehole Name: Foreshore Bire at Lackenby [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:201: on the site based on BGS borehole records are detailed in Paragraphs [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: investigation comprised of 28 cable percussion boreholes, all of which were [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: phases. The cable percussive boreholes were sunk to depths between 2.0 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: m below bed level (BBL) and 15.5 m bgl. Twelve of the boreholes were [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: drilled overwater. All boreholes were extended by rotary drilling to depths [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: of 29.4 m BBL and 15.4 m bgl. The boreholes with backfilled on completion, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204:10.9.15 The boreholes were located on the south side of Tees Dock aligned in two [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204:10.9.16 The closest boreholes located closest to the navigable channel of the River [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: Tees were BH02 (overwater) and BH21 (on land). Borehole BH02 was [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: recorded from 9m BBL (-21.94 m OD) to the base of the borehole at 30.5 m [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: below 9m, the mudstone was recorded as weathering grade I. Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:204: dock. The borehole encountered Made Ground to 6.5 m bgl (-1.55 m OD). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205: extended to the base of the cable percussive section of the borehole which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205: terminated at 12.0 m bgl (-7.05 m OD). The borehole was extended by [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205: m depth, grade I material was identified to the base of the borehole. Like in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205: boreholes (BH02: -21.94 m OD & BH21: -22.25 m OD). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205:10.9.17 Old logs and an associated borehole plan presumably provided by PD [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205: Teesport were attached to the AEG report. There are two boreholes located [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205:10.9.18 Borehole T1 was drilled from a level of -1.14 m OD in January 1946. Soft [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205: green, red & green sometimes calcareous shale to the base of the borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205:10.9.19 Borehole T502 was drilled in November 1970 as part of an investigation [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205: to be constructed for the exit of potash from the Boulby mine. The borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:205: OD) and underlain by red marl to the base of the borehole at 12.65 m BBL [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:206: water levels in boreholes and trial pits at an elevation of between 4.5 m OD [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:214: carried out before boreholes were drilled at the PCC Site. Probing will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:217: (of A or B), however based on local borehole information the most [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:218: BGS boreholes comprises Made Ground mainly of slag with possible [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:258:10.11.2 Made Ground was present in all boreholes from existing ground to a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:261: anomaly was found in a borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:262: recorded on the borehole logs, this [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:285: boreholes. To provide porewater pressure which runs [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:286: boreholes. To provide porewater pressure which runs [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:286: boreholes. To provide porewater pressure [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:286: boreholes. To provide porewater pressure [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:286: boreholes. To provide porewater pressure [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:286: boreholes. To provide porewater pressure [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:287:[[1]] All boreholes to commence with a service inspection pit to 1.2 m bgl to check for buried services. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:287:BH – Borehole (sonic drilling with rotary follow on) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:99: Location: Boreholes X8 - Mercia Mudstone - Port Clarence [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:100: Location: Boreholes X8 - Mercia Mudstone - Port Clarence [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:100: Location: Boreholes X8 - Mercia Mudstone - Port Clarence [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:100: Location: Boreholes X8 - Triassic Mudstones [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:100: Location: Boreholes X8 - Triassic Mudstones [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:241:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:241:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:241:Borehole Map - Slice G [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:8:hydrogeological mapping, historical borehole records and site-specific ground investigation records. All information [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:12: weathered interbedded mudstones and siltstones in one historical borehole. Historical records do not confirm [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:12:There are no publicly available borehole records published on the BGS Onshore Geoindex national borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:12: • Allied Exploration & Geotechnics Ltd (2018): 26 boreholes, 15 trial pits and associated geotechnical and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:27: In situ strength tests can be made in large-diameter pile boreholes; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002507-NZT DCO 7.15.2 - Third ES Addendum Volume II (Figures) - Nov 2022 (D12).pdf|EN010103-002507-NZT DCO 7.15.2 - Third ES Addendum Volume II (Figures) - Nov 2022 (D12).pdf]]:4:Figure 10.4 BGS Boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:65:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:65:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:65:Borehole Map - Slice A [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:4:Figure 2.1: Plan showing borehole and trial pit locations ......................................................... 8 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:7: • A review of borehole logs held on the BGS on-line Geoindex records; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:7: of the area, borehole logs held on the BGS borehole archive and the results of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:8: been proved to a maximum thickness of approximately 10m in one borehole. It is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:8: occasional greenish-grey silty mudstone bands and gypsum layers. In a borehole at [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:9: + - only proven in boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:9: • 2008: 15 No. trial pits to 4.5m depth and 26 No. boreholes to 15m-20m depth [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:9: • Feb 2018: 7 No. boreholes to 15.5m to 40.3m depth [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:9: • June 2018: 15 No. trial pits 1.8m to 4.5m depth and 31 No. boreholes 0.5m to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:10: • 18 No. sonic boreholes 11.7m to 20m depth [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:10: • 15 No. sonic boreholes extended by rotary coring to 29.1m to 38.5m depth [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:10: boreholes and trial pits. The borehole and trial pit logs and the results of the testing [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:10: thickest sequence of glacial deposits was proven in borehole LF/BH01 at 11.9m in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:10:2.3.13 All of the boreholes proved the Redcar Mudstone below the superficial deposits. The [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:10: 15.6m. The base of the Redcar Mudstone was not proved in any of the boreholes. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:11: boreholes in both the Tidal Flat Deposits and the Redcar Mudstone. The results of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:11: the tests are provided in Table 2.2. The results from tests in five boreholes in the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:11: boreholes in the Redcar Mudstone. These showed a lower permeability than the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:12: Figure 2.1: Plan showing borehole and trial pit locations [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:14: Borehole Falling head Rising head Mean Maximum [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:14: 4.086 x 10-3 1.816 x 10-3 Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:15:2.4.9 There are a number of licensed borehole abstractions from the Sherwood Sandstone [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:16: August, October and November 2021. The borehole locations are shown on Figure [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:16: is not present across the whole area with three of the seven boreholes being dry. It [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:16: borehole BH15 in the south western corner of the site and 1.87m AOD (2.8m below [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:16: ground level[[bgl]]) in borehole BH03 on the northern edge of the site. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:16: (3.05mbgl) in borehole BH15 in the south western corner and 2.58m AOD (4.7m bgl) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:16: in borehole BH01, north of the main site in the CO2 pipeline Export Corridor. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:17: Borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:17: varies between 4.08m AOD (5.17m bgl) in borehole BH17 in the south eastern corner [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:17: of the site and 1.79m AOD (5.69m bgl) in borehole BH05 in the north west of the site. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:18:2.4.16 Further details of the monitoring boreholes are provided in the AECOM Ground [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: recognised that there are no monitoring boreholes in the north western part of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: understood that additional monitoring boreholes will be drilled in these areas. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20:2.4.20 Fluoranthene was recorded with a maximum concentration of 0.266µg/l in borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: 14 in the south eastern part of the main site. Concentrations reported for boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: reported in only one borehole. A concentration of 5.1µg/l was reported in the Tidal [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: Flat Deposits in borehole BH15D, located in the south western corner of the site. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: This borehole is up hydraulic gradient of the main works and the contamination is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: screening criteria in any of the other boreholes on the site, with most reporting levels [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|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, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: concentrations also were reported in the Tidal Flat Deposits in boreholes BH05S and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: BH09D, both in the north west of the site and in borehole BH05D in the Redcar [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: in borehole BH05S, in the north west of the PCC Site, and 9.3mg/l in borehole BH13 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:20: borehole (BH05D) in the Redcar Mudstone, in the north west of the site. Cyanide [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:21: borehole BH17D in the Redcar Mudstone in the south eastern corner of the site. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:21: borehole BH05S. The cause of the increasing ammoniacal nitrogen level currently is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:21: Mudstone in borehole MS/BH13 in the south western part of the PCC Site. Most [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:21: 1,500mg/l reported for borehole MS/BH07 in the north eastern part of the PCC Site. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:21: Deposits and in one borehole in the Redcar Mudstone; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|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; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:29: the Proposed Development. Logs from boreholes in this area obtained from the BGS [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:31:3.2.15 Borehole MS/BH04 is located on the edge of the PCC Site to the north and borehole [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:31: collected from the two boreholes show no evidence of significant contamination. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:31: boreholes with maximum reported levels of 900mg/l and 1500m/l in boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:31: LF/BH01 and MS/BH04 respectively. In addition, in both boreholes, minor [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:32: thiocyanate, cyanide and ammoniacal nitrogen. In borehole LF/BH01, mercury [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:32: Deposits. However, it is recognised that currently there are no boreholes to the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|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 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:40: monitoring boreholes on the northern boundary of the PCC Site and within the CO 2 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:40: not possible to drill monitoring boreholes to the north and north west, also down [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:40: hydraulic gradient of the main site. It is recommended that monitoring boreholes [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:40: proposed new boreholes to the north and north west of the PCC Site to understand [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf|EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf]]:28: boreholes agreed with FEED [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf|EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf]]:5: https://www.bgs.ac.uk/ for geotechnical borehole and geological data. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf|EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf]]:9:18.4.9 Despite not being recorded in available borehole data, there is potential for [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000012-Scoping Opinion.pdf|EN010082-000012-Scoping Opinion.pdf]]:98:surface and groundwater, and drinking water supplies such as wells, boreholes and [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf|EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf]]:5: as wells, boreholes and water abstraction points. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf|EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf]]:6: suggests that there is still potential for significant effects. Therefore the SoS does not agree of the boreholes was good [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf|EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf]]:69: boreholes is a risk, although the risks are reduced through a review of the site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf|EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf]]:13: drilling of nineteen boreholes to a maximum depth of 5.0m bgl across the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf|EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf]]:13:D1.29 The onsite locations of the boreholes advanced as part of the 2015 Environ site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf|EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf]]:14: " Pre-Existing SPMP Boreholes [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf|EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf]]:14: Boreholes [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf|EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf]]:14: Borehole Location Plan [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf|EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf]]:14: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Path: \\ukbrsdc02\Data\Bristol\Confidential Projects\0375193 TLP2 DCO Support.RE\2. Working Folders\2. GIS\MAPS\PEIR\FigD.03_0375193_BoreholeLocationPlan_A01.mxd [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf|EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf]]:18: The Applicant requires vertical deviation in a downwards direction only to facilitate detailed design works (such as boreholes for [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf|EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf]]:177:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf|EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf]]:177:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf|EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf]]:177:Borehole Map - Slice A [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:11:results from monitoring of the seven (7) existing boreholes on site and were required to [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:16:10/12/2008, 23/04/2009, 23/11/2009, 17/05/2010 and 15/04/2013. Not all boreholes were [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:18:sample boreholes, of which 12 were drilled to a maximum depth of 3.0m bgl and backfilled [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:27: x the soil investigation comprised drilling of up to thirteen (13) boreholes by window [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:30:10/12/2008, 23/04/2009, 23/11/2009, 17/05/2010 and 15/04/2013. Not all boreholes were [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:30:from monitoring of the seven (7) existing boreholes on site and were required to satisfy the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:39:below. Exploratory locations are shown on Figure 2, Annex A. Borehole logs (including [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:39:accompanied by ENVIRON site personnel, ‘cleared’ each proposed borehole location of [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:41:boreholes, of which twelve (12) (WS1 – WS12) were drilled to a maximum depth of 3.0 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:41:3.0m bgl due to obstructions in the ground. In all instances, the boreholes were relocated [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:41:5.0m bgl due to an obstruction at 2.2m bgl. The borehole was relocated twice within the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:41:The well designs are detailed within the borehole logs presented in Annex B.1. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:42:spaces. The results summary of the ‘headspace’ testing is presented within the borehole [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:45:provided in the appended borehole logs (Annex B.1), and are summarised below: [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:45:Ash and slag were recorded in the Made Ground in all nineteen boreholes during the drilling [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:46:boreholes during drilling. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:49:A total of 27 soil samples obtained from 15 boreholes during the Phase II Intrusive [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:68:sample boreholes, of which 12 were drilled to a maximum depth of 3.0m bgl and backfilled [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:74: Annex B.1: Borehole Logs [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:78: End of Borehole at 5 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:78: Temporary casing details: Borehole cased to 1.0m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:78: Groundwater details: Borehole dry during drilling [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:79: End of Borehole at 5 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:79: Temporary casing details: Borehole cased to 5.0m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:80: End of Borehole at 5 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:80: Temporary casing details: Borehole cased to 2.0m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:81: Obstruction at 2.2m. Borehole terminated. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:81: End of Borehole at 2.2 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:82: End of Borehole at 5 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:83: End of Borehole at 1.2 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:83: Other comments: Borehole terminated at 1.2m on unknown obstruction. Relocated to MW06A [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:84: End of Borehole at 5 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:84: Temporary casing details: Borehole cased to 1.0m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:85: End of Borehole at 5 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:85: Temporary casing details: Borehole cased to 1.0m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:86: End of Borehole at 3 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:87: End of Borehole at 3 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:88: End of Borehole at 3 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:89: End of Borehole at 3 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:90: End of Borehole at 3 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:91: End of Borehole at 1.7 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:91: Other comments: Borehole terminated at 1.7m on unknown obstruction [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:92: End of Borehole at 3 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:93: Obstruction at 0.7m bgl. Borehole terminated. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:93: End of Borehole at 0.7 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:93: Other comments: First attempt refused at 0.5m bgl on an obstruction. This log represents the second attempt. Borehole backfilled with arisings upon completion. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:94: End of Borehole at 3 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:95: End of Borehole at 3 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:96: End of Borehole at 0.8 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:96: Other comments: First attempt refused at 0.2m bgl. Spare location 1 drilled and refused at 0.7m bgl. This log represents spare location 2. Borehole backfilled with arisings [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:97: End of Borehole at 3 m bgl. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:187: Figure 2 – Borehole Location Plan [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:63:A total of nineteen boreholes were drilled across the site, thirteen to 3 metres [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:64:No borehole information has been provided in relation to the site at this stage; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:64:however, two BGS boreholes are recorded close to the western boundary of [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:64:the Project site. A review of the borehole logs indicates that the typical [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:64:brown stony clay/boulder clay to the full depth of each borehole (10 m bgl). [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:65:hydrocarbons (TPH) in the nearest downgradient borehole did slightly [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf|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 [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:61:A total of nineteen boreholes were drilled across the site, thirteen to 3 metres [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:62:No borehole information has been provided in relation to the site at this stage; [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:62:however, two BGS boreholes are recorded close to the western boundary of [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:62:the Project site. A review of the borehole logs indicates that the typical [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:62:brown stony clay/boulder clay to the full depth of each borehole (10 m bgl). [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:63:hydrocarbons (TPH) in the nearest downgradient borehole did slightly [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:63: “Graphical representations of the groundwater monitoring data from boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:33: Kirkleatham/Wilton area if the Westerdale gas borehole proves economic. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:33: This proposal is at pre-application stage but was mentioned in the borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:91: borehole has been advanced through the embankment and water levels have been monitored. When [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:91: this data is available, a comparison will be made between water level variation in the borehole and tides [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:11:  Historical borehole logs for the surrounding area from the British Geological Society (BGS) historical [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:11: borehole database; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:17:3.1.1 The BGS Geology of Britain Viewer and borehole logs (available from the BGS GeoIndex tool) indicate [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:18: Borehole records [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:18:3.1.5 As discussed above, a number of borehole logs are freely available on the BGS GeoIndex website. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:18: Table 3-1 Summary of borehole log records [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:30: undertaken via the excavation of trial pits / the drilling of boreholes, followed by laboratory analysis of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:111:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:111:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:111:Borehole Map - Slice A [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:187:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:187:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:187:Borehole Map - Slice B [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:227:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:227:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:227:Borehole Map - Slice C [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:259:For Borehole information please refer to the Borehole .csv file which [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:259:A copy of the BGS Borehole Ordering Form is available to download [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf|TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf]]:259:Borehole Map - Slice D [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:13: Five cable boreholes, denoted BHP2 to BHP6, were advanced to a maximum depth of 27.20mbgl, these boreholes were [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:33: boreholes. Responsibility cannot be accepted for conditions not revealed by the investigation. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:34: • Five cable percussive boreholes denoted BHP2 to BHP6 inclusive, were advanced to a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:34: • The boreholes were continued using rotary core drilling to a maximum depth of 44.50m [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:34: instrumentation installed in the boreholes over a tidal cycle. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:35: boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:35: On completion of drilling, monitoring wells were installed in selected boreholes to enable [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:35: Boreholes where no well was installed were backfilled with bentonite cement grout. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:37: borehole using a standard dipmeter during fieldwork. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:45:Borehole/Trial Pit No [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:48: Borehole Logs [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:51: BOREHOLE RECORD [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:51: Borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:52: BOREHOLE RECORD [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:52: Borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:52: End of Borehole at 38.70 m [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:57: BOREHOLE RECORD [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:57: Borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:57: End of Borehole at 10.30 m [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:57: 10.30 10.30 1.5 200 10 00 250 8.00 3. Unable to advance borehole below [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:61: BOREHOLE RECORD [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:61: Borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:61: End of Borehole at 31.10 m [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:63: BOREHOLE RECORD [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:63: Borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:63: End of Borehole at 4.70 m [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:63: Depth Casing Water leve Water From (m) To (m) Time (hr) Diameter Depth Diameter Depth 1. Borehole terminated at 4.7m due to [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:67: BOREHOLE RECORD [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:67: Borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:68: BOREHOLE RECORD [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:68: Borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:68: End of Borehole at 44.50 m [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:72: BOREHOLE RECORD [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:72: Borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:72: (25,50) 34 End of Borehole at 33.90 m [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:74:SITE LOCATION: Bran Sands BOREHOLE NUMBER: BHP2 GEOLOGIST: IJN [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:75:SITE LOCATION: Bran Sands BOREHOLE NUMBER: BHP3 GEOLOGIST: IJN [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:76:SITE LOCATION: Bran Sands BOREHOLE NUMBER: BHP5B GEOLOGIST: IJN [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:77:SITE LOCATION: Bran Sands BOREHOLE NUMBER: BHP5B GEOLOGIST: IJN [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:155: Site Reference Borehole BHP3 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:156: Site Reference Borehole BHP3 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:157: Site Reference Borehole BHP3 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:158: Site Reference Borehole BHP3 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:159: Site Reference Borehole BHP3 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:160: Site Reference Borehole BHP4A [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:161: Site Reference Borehole BHP4A [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:162: Site Reference Borehole BHP4A [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:163: Site Reference Borehole BHP4A [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:164: Site Reference Borehole BHP4A [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:165: Site Reference Borehole BHP5B [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:166: Site Reference Borehole BHP5B [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:167: Site Reference Borehole BHP5B [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:168: Site Reference Borehole BHP5B [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:169: Site Reference Borehole BHP5B [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:174: Borehole Depth Depth Diameter Length Height: Initial Bulk Density MC Dry Density [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf|TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf]]:5: Historical boreholes not [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf|TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf]]:5: Historical boreholes drilled [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf|TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf]]:5: York Potash borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000460-Section 3 App 3.1 Waste management.pdf|TR030002-000460-Section 3 App 3.1 Waste management.pdf]]:34: • 50 metres of any spring or well, or of any borehole not used to supply water for domestic or food [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000460-Section 3 App 3.1 Waste management.pdf|TR030002-000460-Section 3 App 3.1 Waste management.pdf]]:34: • 250 metres of any borehole used to supply water for domestic or food production. within 500 metres [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf|TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf]]:35:borehole BHP6 to identify and analyse peat deposits. The scheme shall include an assessment of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:15: borehole works at Dove’s the site’s immediate neighbours [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:27: The York Potash Project has local, Previous boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:42: boreholes to depths [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:3: Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:4: Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:5:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:5: Boreholes ........................................................................................................... 9 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:6:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:6:Figure. 1 2014 vibrocore and borehole locations within the proposed Harbour Facility [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:6:Figure. 2 2014 borehole locations within the proposed Materials Handling Facility [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:6: borehole locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:7:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:7:an archaeological Stage 1 vibrocore and borehole assessment of eight vibrocore and five [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:7:borehole logs recovered from the area of the proposed Harbour Facility. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:7:penetration. No retained boreholes samples include material from Unit 2 that would be [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:7:Unit 2 it cannot be guaranteed that further borehole survey would encounter these deposits [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:8:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:8: geoarchaeological Stage 1 assessment of vibrocore and borehole logs as part of the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:8:1.3 The Stage 1 assessment of vibrocore and borehole logs obtained from York Potash [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:8: Facilities’. The letter stated that ‘…all new vibrocore and borehole logs produced, as [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:9:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:10:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:10:3.1 A total of eight vibrocore logs and five borehole logs and accompanying [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:10: Harbour Facility, 15 borehole logs were recorded from within this area in 2014 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:10: order to provide context for the Stage 1 assessment of the vibrocore and borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:10:3.3 Borehole logs previously recorded within the vicinity of the proposed development [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:10: were also reviewed. These included publically available boreholes from the British [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:10: Geological Survey website (BGS November 2014), and boreholes taken from the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:11:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:11: Boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:11:3.5 Five Borehole logs and accompanying photographs and geotechnical data [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:11: Table 1: Borehole locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:11: Borehole ID Easting Northing [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:11:4.2 The sedimentary sequence observed within the boreholes obtained from proposed [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:11: the boreholes from proposed Harbour Facility. A summary of the sedimentary [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:11: sequence observed within the boreholes obtained from proposed Materials Handling [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:12:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:12:4.3 This basal unit was encountered in all of the boreholes and was encountered from a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:12:4.5 This unit was recorded in all but one of the boreholes (BHP3, BHP4A, BHP5B and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:12: borehole logs viewed within the area of the site (BGS November 2014). [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:12:4.8 Coal was recorded within this sediment within one of the borehole (BHP3), between [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:12: within a clay context were recorded within one of the boreholes (BHP6), between [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:12:4.10 This unit was recorded within all of the vibrocore and borehole logs and consists of a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:13:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:13:4.11 Within the boreholes this unit was up to 12m thick and mainly consisted of gravelly [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:13:4.13 This unit was recorded within all of the vibrocores and boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:13:4.15 Within the boreholes this unit was generally 0.5m thick, although it was recorded up [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:13: and was up to 9.3m thick. This unit only occurs within the boreholes at the top of the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:13:4.17 There are no organic or peat deposit present within any of these boreholes. Unit 1, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:13: Mudstone (weathered bedrock) is present within most of the boreholes from a depth [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:14:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:14: most of the boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:14: bedrock within these boreholes compared to the proposed Harbour Facility area also [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:14:5.1 The sequence interpreted from the 2014 vibrocores and boreholes within the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:14: vibrocores and Unit 2 and 3 from the boreholes appear to be consistent with the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:14:5.2 The sequences interpreted from the 2014 vibrocores and boreholes within the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:15:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:15:5.3 Unit 2 within the boreholes consisted of a sandy/ silty/ gravelly Clay, with only one [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:15: borehole recording a layer containing pockets/ lenses of peat. The thinly laminated [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:15: recorded within one of the boreholes, indicating that the flow of water within the area [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:15:5.7 Historic mapping demonstrates that the vibrocores and boreholes were located [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:15: sediments are recorded from within the boreholes, which are located adjacent to the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:16:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:16:5.9 The BGS borehole logs viewed online, from within the River Tees and its banks, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:16: extended to a similar depth as the 2014 boreholes and generally correlate with [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:16: the five 2014 boreholes was located at a depth from 16.7m to 19.6m below ground [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:16:5.10 No peat was identified within the boreholes taken from the proposed Materials [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:16: sediment sequence within these boreholes does not appear to correspond to those [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:16: weathered bedrock, and below ‘made ground’ within the majority of the boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:16: the majority of the 2014 boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:16: the boreholes, BHP6, contained peat deposits of potential archaeological interest, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:17:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:17: retained from the boreholes. These samples are predominantly ‘disturbed’ bagged [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:17: that further borehole survey would encounter these deposits again. No further work [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:18:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:19: -on-Tees borehole locations 2014 vibrocore and borehole locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:20: borehole locations FIGURE TITLE [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:20: 2014 borehole locations within the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:21:borehole locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf|TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf]]:21: map showing vibrocore and borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000459-ES Section 24 References.pdf|TR030002-000459-ES Section 24 References.pdf]]:1: British Geological Survey (BGS) - borehole logs accessed via the online viewer. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000459-ES Section 24 References.pdf|TR030002-000459-ES Section 24 References.pdf]]:2:and Borehole Assessment, November 2014 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf|TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf]]:37: borehole logs are discussed in consultation with EH and the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf|TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf]]:65:subject to archaeological assessment (in the form of analysis of borehole / vibrocore logs).’ [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf|TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf]]:65:appropriate, borehole and vibrocore logs from any planned programme of geotechnical site [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf|TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf]]:66:significant remains are identified in the vibrocore and borehole logs, in which case further [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf|TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf]]:66:(rather than ‘if deemed appropriate’), for all new vibrocore and borehole logs produced, as a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf|TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf]]:66:vibrocore and borehole logs in cases like this one: [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf|TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf]]:109:surface and groundwater, and drinking water supplies such as wells, boreholes and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf|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 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000566-Doc 7.1 Planning Statement.pdf|TR030002-000566-Doc 7.1 Planning Statement.pdf]]:67: extraction boreholes that connect to pipework which in turn connect to a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000566-Doc 7.1 Planning Statement.pdf|TR030002-000566-Doc 7.1 Planning Statement.pdf]]:67: to the leachate and ground gas monitoring boreholes at Bran Sands). [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000577-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 2.pdf|TR030002-000577-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 2.pdf]]:11: (Fig. 1). The western boundary fault forms the natural Trough is limited by the absence of boreholes within [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf|TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf]]:5:contamination testing data for the two sites. One of the investigations advanced four boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf|TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf]]:5:other investigation advanced seven boreholes and four machine excavated trial pits, along a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000453-ES Section 18 Infrastructure.pdf|TR030002-000453-ES Section 18 Infrastructure.pdf]]:2: Within the waste body of the landfill, leachate monitoring boreholes and an array of Section 18.3.4 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000453-ES Section 18 Infrastructure.pdf|TR030002-000453-ES Section 18 Infrastructure.pdf]]:3:landfill gas extraction boreholes are installed. These are connected to horizontal [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000453-ES Section 18 Infrastructure.pdf|TR030002-000453-ES Section 18 Infrastructure.pdf]]:6: regarding the location of leachate and ground gas monitoring boreholes within and adjacent to the Bran [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000453-ES Section 18 Infrastructure.pdf|TR030002-000453-ES Section 18 Infrastructure.pdf]]:8: leachate monitoring boreholes and an array of landfill gas extraction boreholes. The landfill gas [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000453-ES Section 18 Infrastructure.pdf|TR030002-000453-ES Section 18 Infrastructure.pdf]]:8: extraction boreholes are connected to horizontal pipework which leads to a gas utilisation plant and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000453-ES Section 18 Infrastructure.pdf|TR030002-000453-ES Section 18 Infrastructure.pdf]]:17: potential for reduced access to leachate and ground gas monitoring boreholes along the route of both [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000453-ES Section 18 Infrastructure.pdf|TR030002-000453-ES Section 18 Infrastructure.pdf]]:17: at a height of at least 20m above ground level in the vicinity of the monitoring boreholes and, although [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000453-ES Section 18 Infrastructure.pdf|TR030002-000453-ES Section 18 Infrastructure.pdf]]:17: prevent access to monitoring boreholes on Bran Sands landfill. On this basis, no impact is predicted. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf|TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf]]:11:(iv) Geo-archaeological assessment of vibrocore and borehole data, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf|TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf]]:12:infrequent and slight and that further borehole survey is unlikely to locate [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf|TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf]]:50:borehole BHP6 to identify and analyse peat deposits. The scheme must include an assessment of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000722-York Potash Limited 4.pdf|TR030002-000722-York Potash Limited 4.pdf]]:8:4.4. Significant ground gas concentrations have been recorded in boreholes adjacent to Bran Sands [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000730-Applicant response to First Questions - Appendix 5.pdf|TR030002-000730-Applicant response to First Questions - Appendix 5.pdf]]:7:1.2.4 In the downstream section of the proposed dredge area, existing borehole logs indicate that the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000730-Applicant response to First Questions - Appendix 5.pdf|TR030002-000730-Applicant response to First Questions - Appendix 5.pdf]]:28:  50 metres of any spring or well, or of any borehole not used to supply water for domestic or food [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000730-Applicant response to First Questions - Appendix 5.pdf|TR030002-000730-Applicant response to First Questions - Appendix 5.pdf]]:28:  250 metres of any borehole used to supply water for domestic or food production; or [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf|TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf]]:44: 20%) over time. Within the waste body, leachate monitoring boreholes and an array of landfill gas extraction boreholes are [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf|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 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:5:The Secretary of State suggested that the need for vibrocore and borehole This comment has been addressed through Cotsw [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:5:logs should be discussed with English Heritage and the archaeologist of the Vibrocore and Borehole Assessment’ of logs [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:6:deemed appropriate) for all new vibrocore and borehole logs produced as a This comment has been addressed through Cotsw [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:6:result of the works to be examined by a qualified geo-archaeologist to Vibrocore and Borehole Assessment’ of logs [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:6: Borehole Assessment’ of logs generated by geote [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:8: Vibrocore and Borehole Assessment’ (2014a) Archaeological and geoarchaeological potential [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:11: 1 Vibrocore and Borehole Assessment, which assesses the archaeological / geoarchaeological [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:12: a former land surface in previously undredged areas. However, data from a later geotechnical borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:12: and no peat or other organic remains were recorded from boreholes (AEG, 2011). [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:12:15.5.10 A Geoarchaeological Stage 1 Vibrocore and Borehole Assessment was conducted in October and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:22:15.5.44 The Geoarchaeological Stage 1 Vibrocore and Borehole Assessment conducted in October and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:22: logs have been analysed by a geoarchaeologist, along with boreholes from the edge of the Tees [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:22: estuary, also acquired specifically for the scheme, and other available borehole logs from the Wilton [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:22:15.5.45 The primary assessment of eight vibrocore and five borehole logs recovered from the area of the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:22: retained borehole samples included material from Unit 2 that would be suitable for further analysis. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:22: further borehole survey would encounter these deposits again and hence no further work therefore has [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:24:15.6.12 The geoarchaeological assessment of vibrocore and borehole data, undertaken by Cotswolds [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:24: further borehole survey is unlikely to locate further deposits for sampling. As a result no further work [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:25: Cotswold Archaeology, who conducted the ‘Geoarchaeological Stage 1 Vibrocore and Borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:29: all new vibrocore and borehole logs produced as a result of the proposed works to be examined [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:29: materials. All available borehole logs from programmes of onshore and offshore geotechnical [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:29: penetration and no retained borehole samples included material from Unit 2 that would be [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000450-ES Section 15 Archaeology and heritage.pdf|TR030002-000450-ES Section 15 Archaeology and heritage.pdf]]:29: within Unit 2, it cannot be guaranteed that further borehole survey would encounter these [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-001855-Development Consent Order as made by the Secretary of State.pdf|TR030002-001855-Development Consent Order as made by the Secretary of State.pdf]]:50:borehole BHP6 to identify and analyse peat deposits. The scheme must include an assessment of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf|TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf]]:34:anyborehole BHP6 to identify and analyse peat deposits will be agreed with the local planning [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-001856-Examining Authority’s Recommendation Report.pdf|TR030002-001856-Examining Authority’s Recommendation Report.pdf]]:167: in the harbour area in the vicinity of borehole BHP6 to identify and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-001856-Examining Authority’s Recommendation Report.pdf|TR030002-001856-Examining Authority’s Recommendation Report.pdf]]:168: borehole BHP6 to identify and analyse peat deposits. The scheme shall [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-001856-Examining Authority’s Recommendation Report.pdf|TR030002-001856-Examining Authority’s Recommendation Report.pdf]]:268:the vicinity of borehole BHP6 to identify and analyse peat deposits. The scheme shall include an [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000893-160113 TR030002 MMO.pdf|TR030002-000893-160113 TR030002 MMO.pdf]]:1: the vicinity of borehole BHP6 to identify and analyse peat deposits. The [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:9: DRILL 2 (NO) BOREHOLES [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:11: A potential gas transmission pipeline from Westerdale to the Kirkleatham/Wilton area if the Westerdale gas borehole proves economic. This proposal [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:11: is at pre-application stage but was mentioned in the borehole planning application submitted to the Authority [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:12: The construction of a wellsite with a new access, mobilise drilling and ancillary equipment to drill an exploratory borehole for the exploration of gas, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:17: DRILL 2 (NO) BOREHOLES [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:18: A potential gas transmission pipeline from Westerdale to the Kirkleatham/Wilton area if the Westerdale gas borehole proves economic. This requirement for a TA. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:18: proposal is at pre-application stage but was mentioned in the borehole planning application submitted to the Authority Following completion of the drilling and restoration there will be no [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:19: The construction of a wellsite with a new access, mobilise drilling and ancillary equipment to drill an exploratory borehole for the exploration of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf|TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf]]:49:and BGS borehole logs indicates that the majority of the study area is underlain by [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf|TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf]]:52: • BGS borehole logs and groundwater level data; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf|TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf]]:83: However, data from a later geotechnical borehole programme undertaken within Tees [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf|TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf]]:83: Dock indicated that there were “no relict land surfaces present”, and the boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf|TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf]]:83: subject to archaeological assessment (in the form of analysis of borehole / vibrocore [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf|TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf]]:84: appropriate, borehole and vibrocore logs from any planned programme of geotechnical [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf|TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf]]:84: significant remains are identified in the vibrocore and borehole logs, in which case [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf|TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf]]:65: the world. Amongst other things, YPL has commissioned an extensive borehole exploration [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf|TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf]]:88: evidence from borehole analysis; British Geological Survey maps, and seismic data combine to [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf|TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf]]:88: figure below identifies the Area of Interest and the location of YPL’s boreholes which have been [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf|TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf]]:88: sunk in an iterative process, each borehole informed by the results from the previous bore hole in [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:6: x Borehole logs accessed from the British Geological Survey (BGS) online viewer. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:10:6.4.3 The BGS published mapping (Sheet 34, Stockton) and the Geology of Britain Viewer and borehole logs [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:15: Borehole Location Monitoring period Scheduled tests [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|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 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:17: monitoring boreholes have been installed during several phases of investigation and monitoring is [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:17: ongoing at selected boreholes. Monitoring boreholes are identified on Figure 6-2. The data indicate [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:17: Reference Number of monitoring boreholes and Summary results [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:17: Four boreholes were installed to pH values ranged from 5.24 to 9.1. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:17: Grontmij, landfill. Borehole BH09A, located up 0.5 mg/l for ammonium at boreholes located on the up and down [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:17: have been monitored regularly from High chloride concentrations were recorded in boreholes adjacent to [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:18:Reference Number of monitoring boreholes and Summary results [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:18: monitoring boreholes (BH06-07 and groundwater and estuarine water. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:18: Exceedances were noted in both up and downgradient boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:18: One borehole was converted to a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:18: Four boreholes were converted to Ammoniacal nitrogen concentrations exceeded the UK drinking water [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:19: !´ !´ Groundwater Monitoring Boreholes (Grontmig) [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:19: !´ Groundwater Monitoring Boreholes (Dunelm) [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:19: !´ !´ Groundwater Monitoring Boreholes (Solmek Aug) [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:19: !´ Groundwater Monitoring Boreholes (Solmek Feb) [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:19: Monitoring Boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|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 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|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 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:21: Borehole Location Monitoring strata/water body Reference [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:22: and auger boreholes and four machine excavated trial pits. Four of the boreholes were installed with [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:23: << Borehole (BH) [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:23:L:\Applications\YPL\MXDs\HarbourFacility_ES\Chapter6\Figure_6_3_SolmekBoreholesSection1_RH_20150304.mxd [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:28: the ‘drilling’ of four shell and auger boreholes. One of the boreholes was installed with a combined [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:29: &< Borehole (BH) [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:29:L:\Applications\YPL\MXDs\HarbourFacility_ES\Chapter6\Figure_6_4_SolmekBoreholesSection2_RH_20150304.mxd [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:31: estuary, and comprised the ‘drilling’ of five cable percussive boreholes to a maximum depth of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:31: 27.20mbgl. The boreholes were continued using rotary core drilling to a maximum depth of 44.5mbgl. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:31: Three of the boreholes were installed with combined groundwater and gas monitoring instruments. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:44:6.5.34 Significant gas concentrations have been recorded in boreholes adjacent to the landfill within the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf|TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf]]:47:and BGS borehole logs indicates that the majority of the study area is underlain by [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf|TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf]]:50: • BGS borehole logs and groundwater level data; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf|TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf]]:81: However, data from a later geotechnical borehole programme undertaken within Tees [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf|TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf]]:81: Dock indicated that there were “no relict land surfaces present”, and the boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf|TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf]]:81: subject to archaeological assessment (in the form of analysis of borehole / vibrocore [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf|TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf]]:82: appropriate, borehole and vibrocore logs from any planned programme of geotechnical [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf|TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf]]:82: significant remains are identified in the vibrocore and borehole logs, in which case [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf|TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf]]:34:anyborehole BHP6 to identify and analyse peat deposits will be agreed with the local planning [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf|TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf]]:35: borehole logs are discussed in consultation with EH and the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf|TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf]]:63:subject to archaeological assessment (in the form of analysis of borehole / vibrocore logs).’ [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf|TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf]]:63:appropriate, borehole and vibrocore logs from any planned programme of geotechnical site [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf|TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf]]:64:significant remains are identified in the vibrocore and borehole logs, in which case further [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf|TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf]]:64:(rather than ‘if deemed appropriate’), for all new vibrocore and borehole logs produced, as a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf|TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf]]:64:vibrocore and borehole logs in cases like this one: [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf|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 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:17:Figure 2.2 Location of York Potash Exploratory Boreholes .............................................. 11 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:27: the area. Later, Fisons drilled four deep boreholes that confirmed the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:28: of YPL. Historical information from 24 boreholes was initially used by FWS [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:29: quality worthy to explore in commercial terms. These boreholes confirmed [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:29:2.16 A map of the YPL exploratory borehole locations can be found in figure 2.2 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:29: below. The first YPL borehole was drilled at Pasture Beck and confirmed [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:29: of 1604m. The second borehole at Howlett Hall showed high grade [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:29: Figure 2.2 Location of York Potash Exploratory Boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:29: boreholes SM4, SM6 and SM9 clearly demonstrated that further south the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:29: borehole evidence suggested was likely to continue southwards. YPL [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:30: drilling of an exploratory borehole (SM11) at Dove’s Nest Farm. This [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:30: borehole identified 26.6m of polyhalite in two seams which averaged [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:37: Planning History for Exploratory Boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:37: drilling of an exploratory borehole in the North of the Dove’s Nest Farm [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:38: drilling of an exploratory borehole in the North of the Dove’s Nest Farm site [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:38: borehole site approved under the October 2012 application, and used the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:122: Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:124: and Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:125: and Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:126: Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf|TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf]]:19:B27. In 2008 NYMNPA granted planning permission for the drilling and siting of a temporary borehole and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:2:8 Mapped Location of Historic Boreholes in North Yorkshire [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:2:10 Mapped YPL Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:9: its drilling programme between borehole SM9 and the legacy Lockton boreholes. However, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:9: AMEC, that the most easterly and northeasterly boreholes of the Lockton boreholes (L3 and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:9: results from the early boreholes were received and interpreted. It is also clear from this text [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:9: from being clearer on the fundamental reasons for not drilling boreholes to the south of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:10: thicknesses have been derived from the available borehole data and for details of the size [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:10: shelf and basin seams, appear to be based on borehole evidence from two YP boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:10: (SM6 and SM9) and three historical boreholes (E5, E11, and E13). However, there are no [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:10: above) confirms that the dates of these boreholes are given in Table 4.2 and the polyhalite [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:10: age and original purpose of these boreholes (i.e. drilled for oil & gas exploration), it would [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:10: limited details of the historical boreholes that are located between the two Donovan faults, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:10: is also noted that borehole E5 (located to the south of the main Donovan Fault), has similar [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:11: geological data (i.e. three legacy boreholes), and that it would not be JORC compliant, for [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:12: drilling would require 6 to 7 boreholes to be drilled...to provide a sufficient amount of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:12: Section 5.3.7 of the SRK report, we understand that six boreholes equates to three ‘parent’ [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:13: seismic surveys of this area. However, paragraph 7.13 cites borehole E3 as the evidence of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:13: this although, as mentioned in point 11 of Section 2.3 above, borehole E5 (located within [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:21:the quality of resource, notably with reference to borehole E3 with the suggestion that “...the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:21:intersections and their grades is subjective.” Given this and the age of this borehole, i.e. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:21: only 63% purity because of borehole E3; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:22:· Locations of YPL and relevant legacy boreholes; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:56: were available, but published descriptions of cores from boreholes at Atwick, Eskdale and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:56: could be placed nowadays on those old borehole records for resource estimation. In fact, the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:57: occurs in several seams that are difficult to correlate between boreholes. Beyond that it could [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:57: be the reasonable limit of mineability (notably, the polyhalite described from boreholes at [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:59: boreholes throughout the whole AOI, in the expectation that this would yield an improved [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:59: delineate a Mineral Resource. Actual borehole sites, however, also needed to take account of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:59: about 18 months after commencement of work in the region. The borehole ended at a total [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:61: replacing) polyhalite. Since the historical boreholes at Lockton, due south of SM6, also [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:72: • A mining stand-off distances around boreholes comprising 0.5 Mt. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:111: possible shaft locations typically consist of at least one borehole down the centre line of each [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:163: Mapped Location of Historical Boreholes in North [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:164:! Historical Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:164:Historical Boreholes Minehead Alternative Site [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:164: 1. E2 9. Lockton 3 17. Robin Hood's Bay F1 Historical Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:168: FORDON EVAPORITES OF FORDON NO. 1 BOREHOLE, AS ESTIMATED BY STEWART (1963, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:168:10 CORRELATION OF THE FORDON EVAPORITES IN FORDON 1 AND ATWICK 1 BOREHOLES, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:169:1 BOREHOLE DATABASE [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:172: boreholes (mineral and hydrocarbon exploration) sunk in and around York’s AOI, and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:176: cycles in the AOI is described below. The borehole database, from which this is [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:176: unpublished) builds upon the borehole data and on CPL’s last 40 years’ mining [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:176: 4.2 In 1939 a wildcat borehole known as Eskdale 2 (E2) – E1 having been abandoned at [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:176: after the war ICI commenced a series of exploratory boreholes for brine and mineral. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:176: Borehole Eskdale 3 (E3) was drilled in 1948/9, and partly cored through all three [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:177: 4.3 Fisons also drilled four deep boreholes for potash exploration between 1949 and the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:177: borehole to prove the strata (Woods, 1973), two circular shafts, 5.5 m in finished [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:178: Field, and boreholes, has never been published. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:178: 4.11 Interpretation of the evaporite sequence from borehole logs (unless cored, assayed and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:178: 4.12 A borehole database relevant to the AOI is given in summary form in Appendix 1, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:178: 5.1 Details of Z1, as interpreted from borehole logs are recorded in Appendix 2. This [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:179: The most fully documented boreholes through the Fordon Evaporites are Eskdale E2 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:180: these sources, together with that from several hundred offshore boreholes, shows that [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:180: Borehole remains the standard work on the succession at Fordon (south of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:180: Evaporites of boreholes E2, E3 and E5, but it awaited the advent of additional [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:180: boreholes and good quality wireline logs before it could be shown (Colter & Reed, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:180: traced with confidence for 12 km southwards to Atwick 1 Borehole (Figure 10) and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:181: grade in the onshore boreholes. Although apparently thickening offshore, no [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:182: 6.5 Gamma logs for some of the deep boreholes within and around York’s AOI are given [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:182: from the polyhalitic mineral. Anhydrite occurs as a single band in boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:183: ICI had collected and analysed the drill cuttings from this borehole, thereby [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:184: red beds around the margins, it is not always recognisable in boreholes. Gaps in the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:184: (the shallowest borehole intersection in terms of OD) on the Cleveland High, through [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:184: around 1,050 m BOD at borehole S1, dropping to >1,200 m BOD in part of the WPL [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:187: that can be traced locally by borehole for moderate distances (Smith & Crosby, 1979). [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:188: study, with respect to reliance that can be placed on any borehole record, is the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:189: dies out southwards. There are insufficient borehole data, backed up with assays, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:192: from the better-known northern part. The fact that the few existing boreholes in the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:192: measurements were made in the Eskdale boreholes. Virgin rock temperatures within [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:195: boreholes to Z3 to proceed to planning applications. Non-JORC resources in round [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:196: seam. Despite the now manifest inadequacy of the borehole programme (in the light [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:196: A small number of other boreholes on and offshore prove Boulby seam continuity – [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:196: 18.9 There are two schools of thought with respect to the need for further boreholes in the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:196: southern area. One view is that many more boreholes are needed, targeted on the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:196: boreholes to meet high level JORC requirements – see Para. 20.4). The second is that [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:196: surface borehole intersection, regardless of the reliability of surveying and cementing [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:196: pressurized, Sherwood Sandstone aquifer. Therefore, the more surface boreholes that [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:196: number of possible alternatives are under study. There is sufficient borehole coverage [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:197: Basin – in boreholes such as the Lockton series, and Staithes 1 – and is likely to be [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:197: spot samples of core from the E2, E3 and Atwick 1 boreholes assayed 85 to 95% [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:197: parent beds. A line drawn on Figure 20 connects the westernmost boreholes where [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:197: Appendix Figure A 2.1 and all those boreholes deep enough to intersect the polyhalite [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: sporadic boreholes (mostly for hydrocarbon exploration) that demonstrate seam [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: SW through Scarborough and offshore boreholes 41/24A-1/2 and 41/25A-1, forming [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: number of ‘good’ borehole intersections, that the seam was persistent over wide areas, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: had been thought earlier. Another borehole pattern might have led to very different [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: boreholes, were inadequate and that such resource figures that were produced from [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: them in the past would not be JORC compliant. The borehole results would need [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: cost, but more importantly because each surface exploration borehole requires a 200 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: m diameter safety pillar, of sterilized mineral, around each borehole intersection (see [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: para. 18.9). So that, the more boreholes are drilled into an oreshoot, the more of the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:200: is that the boreholes are entirely in halite below the potash and so do not create water [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:201: borehole database (including results from the polyhalite exploratory holes) to [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:201: • Assess the new borehole data for continuity of the Boulby Potash seam; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:201: south of Whitby, presumably on the strength of the few widely spaced YPL boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:201: plausible cause. The boreholes in the area in question (e.g. YP 10, 11, 12, 13) record [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:203: 40% KCl (≡ 19 to 25% K2O), and judging from the borehole assay reports we have [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:205: seam. The horizon will be penetrated by all exploration boreholes, and the geological [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:205: Appendix 1. Offshore boreholes 41/24A-2 and 41/14-1 at the eastern limit of the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:205: western limit of deposition to >10 m in offshore boreholes 41/24A-1 and 2, and ca. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:205: assays of boreholes in the north of the AOI (Table 9). The assay values should be [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:206: 22.6 FWSC has created and reviewed a database of historical/legacy boreholes totalling [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:207: K2SO4), with an arithmetic mean of 82% polyhalite, in boreholes in and around the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:207: nine boreholes in the AOI (and more in adjacent areas) prove continuity of the seam; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:207: legacy boreholes in and around the AOI indicates Exploration Targets (Figure 23, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:209: Borehole, Surrounding Areas of NE England and the Adjacent Southern North Sea. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:214: 81 Woods, P.J.E., 1973. Potash Exploration in Yorkshire : Boulby Mine Pilot Borehole. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:287: Mapped YPL Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:288:! YPL Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:288:YPL Boreholes Minehead Alternative Site [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:288: 1. SM1 YPL Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:288: - York Potash Minehead - YPL Borehole Locat ons - 11.09.201 .mxd [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000437-ES Section 3 Project description_1 of 2.pdf|TR030002-000437-ES Section 3 Project description_1 of 2.pdf]]:34:3.1.34 In the downstream section, existing borehole logs indicate that the required dredging would be entirely [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf|TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf]]:16:4.2.4 Other desk-based assessments, as well as assessments of borehole samples from sediments within [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000701-Environment Agency.pdf|TR030002-000701-Environment Agency.pdf]]:13:4.4. Significant ground gas concentrations have been recorded in boreholes adjacent to Bran Sands [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000434-ES Contents_index.pdf|TR030002-000434-ES Contents_index.pdf]]:15:Figure 6-2 Groundwater monitoring boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf|TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf]]:40: BOREHOLES [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf|TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf]]:46: Limited KIRKLEATHAM/WILTON AREA IF THE WESTERDALE GAS BOREHOLE PROVES ECONOMIC. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf|TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf]]:46: THIS PROPOSAL IS AT PRE-APPLICATION STAGE BUT WAS MENTIONED IN THE BOREHOLE [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf|TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf]]:116:6.4.18 Borehole and soil classification data suggests that the sinking of the Mine shafts would generate some [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf|TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf]]:117:6.4.25 It is not envisaged (from borehole and geological information available) that the arising from the MTS [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf|TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf]]:188:16.2.1 This application is currently only for the initial borehole drilling to support the potential development of a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf|TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf]]:188: Gas Pipeline. The borehole site is within the NYMNP. At this stage, the peak number of employees [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf|TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf]]:18: sediments it is recommended that borehole data from the channel is examined to [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf|TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf]]:18: remains exist within the Tees channel. If borehole data indicates the existence of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:5: based on borehole intersections offshore, the polyhalite deposit is at least 50 km [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:8: had due regard to data from the relevant historical boreholes; the likely disturbed [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:16:8 Mapped Location of Historic Boreholes in North Yorkshire [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:16:10 Mapped YPL Borehole Locations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:23: issue, with the borehole and seismic evidence showing the mineral to be [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:24: beyond the National Park boundary in the absence of adequate borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:25: 3 The NYMNPA’s comments regarding the lack of borehole analysis; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:30: on historic borehole data; more recent borehole exploration work; and, seismic [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:30: Yorkshire coastline is largely derived from historical borehole data, which [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:31: Potash and polyhalite seams. The location of the historical boreholes is [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:31:4.7 Potash in North Yorkshire was first discovered in Eskdale (Borehole Reference [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:31: presence of oil in the area. Assessment of this borehole revealed [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:31: second borehole was sunk in Eskdale (E3) located south-west of Whitby. This [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:31:4.8 Later, Fisons drilled four deep boreholes as part of an exploration for potash. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:31: could be traced for 12km southwards to Atwick Borehole 1. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:31: drilling of nine boreholes. Known as the “Lockton Series” these boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:31: exploratory borehole YP14 located between Cloughton and Staintondale and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:32: identified polyhalite. A gas exploration borehole (CA) was drilled at Cloughton [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:32: depths in the two boreholes of 1,630m. The Gas Council also sank other holes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:32:4.14 The borehole evidence and associated research (F.H Stewart in the 1950s and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:32:4.15 A summary of the historical borehole exploration in North Yorkshire is provided [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:32: onshore boreholes is provided at Appendix 8. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:32: Table 4.1 Summary of Historical Borehole Evidence [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:32: Date Operator Location Borehole Polyhalite - Thickness of High [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:33: of Interest (AOI). This was built around the legacy borehole data available [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:34: evidenced by the borehole data for the area (for example, at Fordon 1 and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:34: information from around 100 km of historical borehole data along the North [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:34: between boreholes. Further to the south, beyond the AOI, the valley at The [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35: faulted area. For example, the exploratory boreholes at Fordon and Atwick [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35: the exploration targets, YPL instructed FWS to investigate potential borehole [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35: established by the legacy boreholes to help define the largest and highest [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35: evaluated in terms of the potential to add to the existing borehole knowledge; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35: showing the YPL borehole drill locations is provided in Appendix 10. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35:4.25 The first borehole (‘SM1’) was drilled at Pasture Beck in July 2011. This [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35: expectations in terms of grade and thickness of the polyhalite. The boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35:4.26 YPL followed this up with a second borehole drilled at Howlett Hall, west of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35: polyhalite previously identified by the ‘E’ series boreholes drilled at Eskdale. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:35: Eskdale boreholes. In summary, polyhalite was identified within a 46.9m thick [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:36: YPL’s borehole sections through the Fordon Evaporite formation. This [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:36: began to thin (e.g. at Borehole SM4) and to split up (e.g. Boreholes SM6 and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:36: polyhalite as demonstrated by the Lockton legacy boreholes and YPL’s own [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:36: intersections were reported in Lockton boreholes LE1, L3 and L7, no [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:37:4.32 FWS’s results of YPL’s borehole exploration are provided below in Table 4.2. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:37: In addition, a plan identifying the location of these boreholes has been included [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:37: Table 4.2 YPL Borehole Results [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:37: Borehole Top of Thickness High Seam Comments [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:38: @ 73.13% boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:38: using borehole data. The first section was in the north part of the AOI. This [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:38: Zone boreholes, where there is also localised overlap with the Basin seam. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:38: boreholes F1 and SB1) in the east (the Shelf seam dying away somewhere [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:38: assessment shows that the Shelf Seam is absent in legacy borehole L4 in the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:38: far west. It can then be traced through the Lockton series boreholes further [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:38: seam in W1, LE1 and L3. Boreholes were not sunk in what would be the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:38: persists through Eskdale and the main group of YPL boreholes (SM2, 3 and 7); [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:39: however based on borehole intersections offshore, the polyhalite deposit [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:41: historical and more recent borehole information; review the British Geological [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:43: ‘Lockton Series’ boreholes drilled in the 1940s and obtained from four legacy [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:43: boreholes around Robin Hood’s Bay and north of Cloughton (SB1, F01, CA [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:44: and distribution of boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:44:4.49 As previously established earlier in this section, eight of the nine boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:46: and interpretations of YPL and FWS in relation to the YPL boreholes at SM6 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:46: 54.1m in Borehole SB1, 63.8m in Borehole F1, 41.5m in Borehole CA, and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:46: reviewing the available borehole information for the assessment area in the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:46: borehole exploration. The following map indicates the Whitby target area and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:46: distribution of boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:47:4.54 SRK has advised that based on borehole data, the Shelf seam is likely to be [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:48: south of Whitby, as evidenced by borehole E3, although SRK advises that a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:48:4.55 Using the exploratory borehole data available, SRK has produced a summary [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:48:4.58 Historically, 11 boreholes have been drilled in this area to determine the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:48: area and distribution of boreholes. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:50: evidenced by the available borehole data summarised in Table 4.7. Again, as [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:50:4.61 SRK has concluded that the three boreholes for which it has obtained detailed [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:50: have access to the full data for the other 8 boreholes, it is aware that these are [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:50: intercepted by the three boreholes confirms that this is inter-layered with halite [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:71: undertake the borehole exploration work; secure the ownership of the land [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:83: the historical boreholes E2, E3 and E12 indicate that good grade polyhalite of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:83: potentially mining thickness is present in the west (boreholes E2 and E12); [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:83: however in the east (borehole E3) the quality becomes very low grade, albeit [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:83:7.23 Noting a potential inaccuracy of data provided from the historical boreholes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:83: area, but not to the east to reflect the results of borehole E3 as face [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:150: from borehole analysis (both recent and historic); British Geological Survey [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf|TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf]]:34:harbour area in the vicinity of borehole BHP6 to identify and analyse peat deposits. The scheme [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:130: boreholes and trial pits from which soil samples were tested. An assessment was [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:134: mitigation is proposed in the form of borehole analysis to ascertain whether important [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:260: which comprised the sinking of 5 cable percussive boreholes and excavation of [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:261: 2. The boreholes (BH-01 to BH-05) were sunk to a maximum depth of 9.0 metres [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:261: maximum depth of 3.2m BGL. A plan of the borehole and trial pit locations is [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:261: 3. The borehole and trial pit logs are presented in Appendix 4, detailing the nature [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:261: boreholes and after purging of one to three well volumes of water. The results [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:262: 8. Based on information provided in the borehole and trial pit logs, it is concluded [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:262: material was present in all five boreholes to a minimum depth of 0.20 metres [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:262: stratum thickens to the south of the site but was identified in all boreholes and [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:262: boreholes 2 and 3 and mudstone, known to be the predominant underlying [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:262: bedrock geology, was detected in borehole 1 at a depth of 6.10m. [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:263: only at boreholes 1 and 3 [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:263: Borehole 1 and trial pit 1 [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:263: borehole 2 and 3. [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:263: Borehole 1 [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:263: 12. Groundwater was struck during the installation of all of the five boreholes and [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:263: between 2.0 metres (trial pit 8) and 6.9 metres (borehole 5). [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:263: recorded within all five boreholes and five of the ten trial pits between 17th [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:264: borehole BH02, where a negative (reducing) potential was recorded. However, [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:267: sediment samples, taken from over water boreholes adjacent to the north north [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:271: investigation at four boreholes and five trial pits, using a GA 94 infrared gas [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:385: borehole data from the channel and berth area is examined to determine [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:386: exist within the Tees channel. If borehole data indicates the existence of [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:502:Potential impact of berth Moderate to major adverse Borehole data should be Residual impact will depend [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:76:sampling at depth was not required due to ground conditions evidenced through borehole logs, recovered [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:204:comprising the analysis of the marine vibrocore logs and boreholes from the Tees estuary (Cotswold [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:204:Archaeology, 2014a). Estuarine alluvium and peat of possible mid-Holocene date were seen in boreholes [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:204:none of the vibrocores reached a depth at which these deposits were encountered and no retained borehole [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:204:England, Cotswold Archaeology concluded that it was not be guaranteed that further borehole survey would [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:306:Borehole Assessment, November 2014 [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:591:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:591:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:591:Figure 5: Locations of Vibrocores and Boreholes Assessed by Cotswold Archaeology for the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:592:A programme of ground investigation for the York Potash project included vibrocores and boreholes. A [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:592:in the boreholes. However, due to the infrequent and slight nature of the peat deposit within this unit (Unit [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:597:A Geoarchaeological Stage 1 Vibrocore and Borehole Assessment was conducted in October and [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:597:vibrocoring was undertaken and the vibrocore logs were analysed along with boreholes from the edge of [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:597:the Tees Estuary. The locations of these boreholes are listed below (Table 1) and shown on Figure 5. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:597:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities Assessment (Cotswold Archaeology [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:597: Vibrocore/Borehole ID Easting Northing [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:598: Vibrocore/Borehole ID Easting Northing [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:598:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York Potash Harbour Facilities Assessment [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:598: boreholes [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:598: Gravelly Sand and slightly silty Marine sediments/ Estuarine Up to 12m thick in boreholes, [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:598:estuary / marshland. Coal was recorded within Unit 2 within borehole BHP3, between 16.7 and 18.2m. In [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:598:context were recorded within borehole BHP6, between 20.8 and 21.8m. The development of peat within a [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:598:None of the vibrocores reached a depth to which Unit 2 was encountered and no retained borehole [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:598:would not be guaranteed that further borehole survey would encounter these deposits again and no [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:602:A vibrocore and borehole survey undertaken for the YPL project revealed a single unit (Unit 2: Estuarine [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:602: Stage 1: Integration of archaeological objectives into any planned borehole/vibrocore surveys: [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:602: boreholes/vibrocores; [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:602: Stage 2: Initial assessment of borehole/vibrocore logs: [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:603:  Geoarchaeological assessment of vibrocores/boreholes by Cotswold Archaeology for the YPL [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:610:Stage 1 Vibrocore and Borehole Assessment. Unpublished Report Ref. 14516. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:617:  Obstructions encountered during borehole or vibrocore surveys. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:76:sampling at depth was not required due to ground conditions evidenced through borehole logs, recovered [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:204:comprising the analysis of the marine vibrocore logs and boreholes from the Tees estuary (Cotswold [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:204:Archaeology, 2014a). Estuarine alluvium and peat of possible mid-Holocene date were seen in boreholes [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:204:none of the vibrocores reached a depth at which these deposits were encountered and no retained borehole [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:204:England, Cotswold Archaeology concluded that it was not be guaranteed that further borehole survey would [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:306:Borehole Assessment, November 2014 [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:591:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:591:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:591:Figure 5: Locations of Vibrocores and Boreholes Assessed by Cotswold Archaeology for the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:592:A programme of ground investigation for the York Potash project included vibrocores and boreholes. A [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:592:in the boreholes. However, due to the infrequent and slight nature of the peat deposit within this unit (Unit [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:597:A Geoarchaeological Stage 1 Vibrocore and Borehole Assessment was conducted in October and [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:597:vibrocoring was undertaken and the vibrocore logs were analysed along with boreholes from the edge of [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:597:the Tees Estuary. The locations of these boreholes are listed below (Table 1) and shown on Figure 5. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:597:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities Assessment (Cotswold Archaeology [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:597: Vibrocore/Borehole ID Easting Northing [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:598: Vibrocore/Borehole ID Easting Northing [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:598:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York Potash Harbour Facilities Assessment [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:598: boreholes [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:598: Gravelly Sand and slightly silty Marine sediments/ Estuarine Up to 12m thick in boreholes, [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:598:estuary / marshland. Coal was recorded within Unit 2 within borehole BHP3, between 16.7 and 18.2m. In [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:598:context were recorded within borehole BHP6, between 20.8 and 21.8m. The development of peat within a [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:598:None of the vibrocores reached a depth to which Unit 2 was encountered and no retained borehole [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:598:would not be guaranteed that further borehole survey would encounter these deposits again and no [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:602:A vibrocore and borehole survey undertaken for the YPL project revealed a single unit (Unit 2: Estuarine [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:602: Stage 1: Integration of archaeological objectives into any planned borehole/vibrocore surveys: [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:602: boreholes/vibrocores; [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:602: Stage 2: Initial assessment of borehole/vibrocore logs: [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:603:  Geoarchaeological assessment of vibrocores/boreholes by Cotswold Archaeology for the YPL [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:610:Stage 1 Vibrocore and Borehole Assessment. Unpublished Report Ref. 14516. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:617:  Obstructions encountered during borehole or vibrocore surveys. [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:4:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:4:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:4:Figure 5: Locations of Vibrocores and Boreholes Assessed by Cotswold Archaeology for the [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:5:A programme of ground investigation for the York Potash project included vibrocores and boreholes. A [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:5:in the boreholes. However, due to the infrequent and slight nature of the peat deposit within this unit (Unit [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:10:A Geoarchaeological Stage 1 Vibrocore and Borehole Assessment was conducted in October and [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:10:vibrocoring was undertaken and the vibrocore logs were analysed along with boreholes from the edge of [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:10:the Tees Estuary. The locations of these boreholes are listed below (Table 1) and shown on Figure 5. [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:10:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities Assessment (Cotswold Archaeology [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:10: Vibrocore/Borehole ID Easting Northing [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:11: Vibrocore/Borehole ID Easting Northing [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:11:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York Potash Harbour Facilities Assessment [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:11: boreholes [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:11: Gravelly Sand and slightly silty Marine sediments/ Estuarine Up to 12m thick in boreholes, [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:11:estuary / marshland. Coal was recorded within Unit 2 within borehole BHP3, between 16.7 and 18.2m. In [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:11:context were recorded within borehole BHP6, between 20.8 and 21.8m. The development of peat within a [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:11:None of the vibrocores reached a depth to which Unit 2 was encountered and no retained borehole [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:11:would not be guaranteed that further borehole survey would encounter these deposits again and no [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:15:A vibrocore and borehole survey undertaken for the YPL project revealed a single unit (Unit 2: Estuarine [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:15: Stage 1: Integration of archaeological objectives into any planned borehole/vibrocore surveys: [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:15: boreholes/vibrocores; [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:15: Stage 2: Initial assessment of borehole/vibrocore logs: [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:16:  Geoarchaeological assessment of vibrocores/boreholes by Cotswold Archaeology for the YPL [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:23:Stage 1 Vibrocore and Borehole Assessment. Unpublished Report Ref. 14516. [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:30:  Obstructions encountered during borehole or vibrocore surveys. [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf|MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf]]:5: PB5051-RHD-106-ZZ-DR-Z-0010 FOR BOREHOLE [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/ASC-001-00006 A Seaton Channel MMO Application 2015.pdf|ASC-001-00006 A Seaton Channel MMO Application 2015.pdf]]:1: KEY TO BOREHOLES J89-5 to 15 [[this>Teesworks/Planning/R-2021-0674-NM/R-2021-0674-NM-DECISION NOTICE.pdf|R-2021-0674-NM-DECISION NOTICE.pdf]]:3: relevant borehole and vibrocore data [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: around sampling borehole number 34, due to observed levels of metals and hydrocarbons [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: elevated contaminant levels observed at borehole 34 (B34). This advice minute considers the [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:5: B34 – Borehole 34 [[this>Teesworks/Planning/MLA_2020_00506/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:2:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be [[this>Teesworks/Planning/MLA_2020_00506/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:3:geoarchaeological assessment of the boreholes and vibrocores. This means that we are [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:3:12. Major Comments: Borehole 34 shows elevated contamination, with levels of trace metal [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:3:Table 2 Results of trace metal analyses for Borehole 34 [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:4: Borehole 34 is excluded from disposal to sea given the significantly elevated levels of [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:4: part of Borehole 34 which is already recommended for exclusion from sea disposal. [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:4: material from, and immediately surrounding Borehole 34 is excluded from disposal to sea. In my [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf|20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf]]:2: applicant total 85 individual samples (20 vibrocore stations and 11 borehole stations). In this [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf|20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf]]:2: around borehole 34 be excluded based on sample results: [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|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 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:430: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:1: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:2: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:2: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:3: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:4: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:4: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:5: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:6: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:6: End of Borehole at 23.000m 23.00 PID [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:7: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:8: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:8: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:9: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:10: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:10: End of Borehole at 23.000m 23.00 PID [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:11: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:12: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:12: End of Borehole at 23.000m 23.00 PID [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:13: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:14: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:14: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:15: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:16: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:16: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:17: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:18: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:18: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:19: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:20: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:20: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:21: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:22: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:22: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:23: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:24: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:24: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:25: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:26: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:26: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:27: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:28: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:28: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:29: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:30: Borehole Log [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:30: End of Borehole at 23.000m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:3:formulation of our proposals, 15 No. boreholes (the locations of which can be seen in Figure 3) were [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:3:3.1 Borehole Logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:3:The borehole logs can be found in document “Final BH01-BH15 Logs” which have been supplied with [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:4:Figure 3: Plan showing the locations of the 15no. boreholes which were conducted between the quay wall and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:4:Table 1 summarises the bottom of made ground levels for each borehole. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:4: Borehole Made Ground Level (m CD) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:4: Table 1: Summary of deepest level at which made ground was encountered in each of the 15no. boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:5:The MMO Suite of testing was completed throughout the full vertical profile of each borehole at 1m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:5: Borehole Deepest Exclusion (mCD) in MMO [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:6: Borehole Made Ground MMO Suite PBDE Excavation Required [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:7: - Remove all made ground as identified in the borehole logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:7: o The material will be removed down to this level at the borehole where the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:7: o and at the two adjacent boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final.pdf|MLA_2020_00506-MLV2 Options Paper - Final.pdf]]:7: Borehole Required excavation level Proposed Excavation Level [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:6:A further six samples of geological mudstone were, however, recovered from six boreholes within the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:7: ( Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:11:at depth from borehole (BH) 34, located within the proposed berth pocket. Concentrations of mercury, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:11:of sediment as the material is dredged. The results from this borehole (BH34) have therefore been excluded [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:203:As part of Work Package 3 (Vibrocores) and Work Package 4 (Boreholes), sampling at 20 vibrocore [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:203:locations and at 11 borehole locations were successfully completed. Depending on the penetration [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:203:vibrocore locations and a total of 35 ES was taken from the borehole locations. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:209: 4.1.7 Vibrocore and Borehole Sampling 26 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:214: BH Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:228: Sediment samples from vibrocores (VC) and boreholes (BH) were analysed for PSD using wet [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:241:4.1.7 Vibrocore and Borehole Sampling [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:242: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:244: GS = Grab station BH = borehole VC = Vibrocore BT = Beam trawl [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:312: The vibrocore and borehole sediment chemistry samples were collected from a total of 31 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:387: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:390: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:393: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:396: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:398: BH = Borehole VC = Vibrocore BRL = Below riverbed level [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:400: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:402: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:404: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:407: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:410: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:413: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:3:formulation of our proposals, 15 No. boreholes (the locations of which can be seen in Figure 3) were [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:3:3.1 Borehole Logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:3:The borehole logs can be found in document “Final BH01-BH15 Logs” which have been supplied with [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:4:Figure 3: Plan showing the locations of the 15no. boreholes which were conducted between the quay wall and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:4:Table 1 summarises the bottom of made ground levels for each borehole. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:4: Borehole Made Ground Level (m CD) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:4: Table 1: Summary of deepest level at which made ground was encountered in each of the 15no. boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:5:The MMO Suite of testing was completed throughout the full vertical profile of each borehole at 1m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:5: Borehole Deepest Exclusion (mCD) in MMO [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:6: Borehole Made Ground MMO Suite PBDE Excavation Required [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:7: - Remove all made ground as identified in the borehole logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:7: o The material will be removed down to this level at the borehole where the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:7: o and at the two adjacent boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLV2 Options Paper - Final-61.pdf|MLA_2020_00506-MLV2 Options Paper - Final-61.pdf]]:7: Borehole Required excavation level Proposed Excavation Level [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:1: • Borehole logs illustrating the depth profile of made ground (file name ‘Final BH01-BH15 Logs’); [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|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 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:430: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:2: • Logs of 15 no. boreholes taken within the footprint of the OSPAR material; [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:2: • Sediment sampling results for 15 no. boreholes; [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:2: • A plan showing the position of the existing OSPAR line and the location of the 15 no. boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1139 South Bank Quay Phase 1 FIR 18 Response.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1139 South Bank Quay Phase 1 FIR 18 Response.pdf]]:2: • 22nd February 2022 – Borehole investigations commenced on site [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf]]:2:considered the minimum, maximum and mean values of all determinands analysed from the 37 boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf]]:2:of the 2019 sampling campaign and the 15 boreholes of the 2022 sampling campaign. Comparison of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf]]:5:concentrations of chemical determinands within the OSPAR boreholes are lower than those analysed for [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf]]:5:the original boreholes. It is considered that the existing SediChem modelling presents a suitably realistic [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:4:geoarchaeological assessment of borehole and vibrocore logs undertaken by Wessex Archaeology (2021) [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:10:this potential, geoarchaeological assessment of geotechnical vibrocores/boreholes, planned as part of a [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:12:However, the subsequent review of 34 boreholes and 26 vibrocore logs by Wessex Archaeology (2021) [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:18:Vibrocores and boreholes undertaken within the footprint of the capital dredge have shown that in situ [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:17:vibrocores/boreholes, planned as part of a marine ground investigation, will be undertaken in advance of [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:63:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:76:consented schemes in the Tees. The findings of an archaeological review of vibrocore / borehole logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:76:borehole logs is welcome, as part of the heritage assessment. (This is an issue that we mentioned in [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:249:3.1.2 Previous ground investigations boreholes 7 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:250:Table 3-1: Historical BGS borehole records 6 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258:datasets including 1:50,000 scale geological mapping, historical BGS borehole records (provided in [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258:Tidal Flat Deposits of sand, silt and clay and underlain by Mercia Mudstone. One historical BGS borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258:reported geology from these borehole records is presented in Table 3-1. The historical BGS borehole logs [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258:Table 3-1: Historical BGS borehole records [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259:3.1.2 Previous ground investigations boreholes [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259:Three boreholes have been previously drilled within the site boundary; two of these were located to the west [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|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 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259:descriptions from the boreholes on and adjacent to the site is provided below. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259: (Enviros, 2004) 9.00 – 10.00 (end of borehole) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|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 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|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 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:270:D-B-T22, D-B-T23, D-B-T24, D-B-T25, D-B-T26, D-B-T27, D-B-T28, E-A-T1 and E-A-T14 and one borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:270:One borehole 3AB2, was excavated within the oil depot compound. The encountered geology is described [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:271:and adjacent to the site between June and July 2007. Two boreholes, 2B2 and 2B3 were excavated on [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:271:boundary of the oil depot. One further borehole was drilled off site on the southern boundary of the depot [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:101: BOREHOLE LOG [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:101: Project Business Division BOREHOLE No [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:102: BOREHOLE LOG [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:102: Project Business Division BOREHOLE No [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:103: BOREHOLE LOG [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:103: Project Business Division BOREHOLE No [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:104: BOREHOLE LOG [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:104: Project Business Division BOREHOLE No [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:108: -T22 D-B Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:109: @ BOREHOLES [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:A historic borehole record (ref: NZ52SW15054/AS2 referred to as AS2) located approximately 25m from the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:Tees estuary has been reviewed. This borehole was located in close proximity to the southwestern corner [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|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 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:Tees estuary has been reviewed. This borehole was located 150m to the southeast of the proposed scheme [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|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 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|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 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:http://scans.bgs.ac.uk/sobi_scans/boreholes/918110/images/16767534.html (Accessed 07/07/2020) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:366:As noted in Section 2.5, two publicly available borehole records have been reviewed which were sited [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|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 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:369: Publicly available borehole records have been reviewed which indicate that [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:6:A further six samples of geological mudstone were, however, recovered from six boreholes within the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:7: ( Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:11:at depth from borehole (BH) 34, located within the proposed berth pocket. Concentrations of mercury, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:11:of sediment as the material is dredged. The results from this borehole (BH34) have therefore been excluded [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:203:As part of Work Package 3 (Vibrocores) and Work Package 4 (Boreholes), sampling at 20 vibrocore [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:203:locations and at 11 borehole locations were successfully completed. Depending on the penetration [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:203:vibrocore locations and a total of 35 ES was taken from the borehole locations. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:209: 4.1.7 Vibrocore and Borehole Sampling 26 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:214: BH Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:228: Sediment samples from vibrocores (VC) and boreholes (BH) were analysed for PSD using wet [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:241:4.1.7 Vibrocore and Borehole Sampling [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:242: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:244: GS = Grab station BH = borehole VC = Vibrocore BT = Beam trawl [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:312: The vibrocore and borehole sediment chemistry samples were collected from a total of 31 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:387: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:390: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:393: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:396: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:398: BH = Borehole VC = Vibrocore BRL = Below riverbed level [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:400: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:402: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:404: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:407: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:410: BH = Borehole [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:413: BH = Borehole [[this>Teesworks/Planning/R-2021-0830-CD/R-2021-0830-CD-DECISION NOTICE 0684.pdf|R-2021-0830-CD-DECISION NOTICE 0684.pdf]]:3: relevant borehole and vibrocore data [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-10035117-AUK-XX-XX-CO-ZZ-0582-01-PR GI Memo_Part1(1).pdf|R-2022-0816-FFM-10035117-AUK-XX-XX-CO-ZZ-0582-01-PR GI Memo_Part1(1).pdf]]:2:anticipated that 58 soil samples (1 per trial pit, 2 per borehole) and six water samples (2 per borehole) will be analysed. [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-Archaeological Report.pdf|R-2022-0816-FFM-Archaeological Report.pdf]]:3: B.1 Before remediation or development commences, archaeological interpretation of all borehole and [[this>Teesworks/Planning/R-2022-0515-CD/R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0515-CD/R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:8:  The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:12:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:16:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:25:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:25:There are existing borehole installations across the South Bank Priority Area site. Where possible [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:25:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:25:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-Decision Notice (1).pdf|R-2021-0422-CD-Decision Notice (1).pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-Decision Notice (1).pdf|R-2021-0422-CD-Decision Notice (1).pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0049-CD/R-2022-0049-CD-Decision Notice 2020 0318.pdf|R-2022-0049-CD-Decision Notice 2020 0318.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2022-0049-CD/R-2022-0049-CD-Decision Notice 2020 0318.pdf|R-2022-0049-CD-Decision Notice 2020 0318.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf]]:4: installed with boreholes within the GE plot and between the GE Plot and the High Tip landfill. No hazardous [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:8:In order to further refine the proposed designs, BGP requested additional boreholes and ground investigation [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:10:BGP defined the number and locations of required boreholes, which Arcadis developed into a scope of works, [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:10:• South Bank GE Plot – BGP Borehole Installation and Monitoring Well Replacement – PM and Technical [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:10:• 11no. boreholes drilled by Boart Longyear LS250 sonic/coring rig. For 8no. locations the target depth was [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:10: to replace historic boreholes that had been damaged or destroyed. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:11:The table below provides further details on the ground conditions encountered, with the detailed borehole logs [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:11: Encountered in all boreholes across the GE plot which [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:12: Encountered in all boreholes which progressed beyond the [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:12:To inform the geotechnical ground model, recovered samples from boreholes and trial pits were subjected to a [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:16:broadly ranges from a very stiff clay to an extremely weak rock (which broadly correlates to the borehole log [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|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 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:22:Hydrocarbon contamination was observed (both visual and olfactory evidence) during the BGP GI. Borehole [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:25:Several boreholes reported ash within the granular made ground deposits, however, the extent of ash is limited [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:30:Typical borehole flow seems to be being influenced by external factors throughout the day, with troughs [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:31:ground gases for new buildings’. The code of practice uses the concept of a borehole hazardous gas flow rate [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:31:(Qhg) which is calculated from individual borehole measurements of total gas flow emission and the [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:31:zone which is derived from assessment of the borehole concentrations and flow rate measurements which take [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:34: boreholes [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|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. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:72: REPLACEMENT BOREHOLES AND [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:74:GROUND INVESTIGATION SOUTHBANK AREA C REPLACEMENT BOREHOLES [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:74: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:75: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:76: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:77: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:78: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:79: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:80: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:81: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:82: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:83: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:84: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:85: | Contract Title: Ground Investigation Southbank Area C Replacement Boreholes and BGP Ground Investigation, Teesworks [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:87:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:88:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:88: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:90:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:90:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:90:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:90:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:91:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:98: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:99: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:100: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:101: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:102: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:103: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:104: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:105: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:106: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:107: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:108: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:109: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:110: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:111: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:112: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:113: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. 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[[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:238: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:239: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:240: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:241: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:242: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:243: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:244: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:245: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:246: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:247: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:248: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:249: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:250: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:251: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:252: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:253: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:254: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:255: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:256: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:257: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:526: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:527: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:528: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:529: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:530: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:531: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:532: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:533: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:534: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:535: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:536: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:537: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:538: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:539: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:540: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:541: Contract Title Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:542: Contract Title Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:543: Contract Title Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:544:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:545: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:548: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:549: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:550: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:551: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:552: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:553:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:554: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:557: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:558: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:559: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:560: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:561: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:562:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:563: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:566: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:567: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:568: Ground Investigation South Bank Area C Replacement Boreholes and [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:569: Ground Investigation South Bank Area C Replacement Boreholes and [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:570: Ground Investigation South Bank Area C Replacement Boreholes and [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:571:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:572: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:575: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:576: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:577: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:578: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:579:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:580: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:583: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:584: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:585: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:586: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:587:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:588: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:591: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:592: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:593: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:594: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:595:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:596: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:599: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:600: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:601: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:602: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:603: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:604: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:605:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:606: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:609: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:610: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:611: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:612: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:613:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:614: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:617: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:618: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:619: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:620: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:621:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:622: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:625: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:626: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:627: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:628: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:629:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:630: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:633: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:634: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:635: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:636: Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:637:Contract Title Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:638: Contract Ground Investigation South Bank Area C Replacement Boreholes and BGP GI [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:683:Borehole Flow [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:683:Borehole Peak Flow [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:694:the site to be modelled, however following a review of the borehole logs it was determined that the [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:694:single generalized borehole as shown below: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:695:Model geometry showing soil layers (colours as per borehole), slab (dark grey) and imposed load (blue arrows). [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:697: replacement with the compacted mudstone earthwork. Given that the generalized borehole included the [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:698: groundwater phreatic surface are defined by the borehole. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:5: boreholes and BGP Ground Investigation, Teesworks, Ref 4352, Rev 00, November 2021 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:17: Histoirc SNC/RO/RC Borehole [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:18: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:18: Rotary Core Borehole Log CBRB01 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:19: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:19: Rotary Core Borehole Log CBRB01 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:20: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:20: Rotary Core Borehole Log CBRB01 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:21: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:21: Rotary Core Borehole Log CBRB01 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:22: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:22: Rotary Core Borehole Log CBRB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:23: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:23: Rotary Core Borehole Log CBRB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:24: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:24: Rotary Core Borehole Log CBRB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:25: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:25: Rotary Core Borehole Log CBRB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:26: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:26: Rotary Core Borehole Log CBRB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:27: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:27: Rotary Core Borehole Log CBRB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:28: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:28: Rotary Core Borehole Log CBRB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:29: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:29: Rotary Core Borehole Log CBRB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:30: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:30: Rotary Core Borehole Log CBRB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:31: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:31: Rotary Core Borehole Log CBRB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:32: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:32: Rotary Core Borehole Log CBRB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:33: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:33: Rotary Core Borehole Log CBRB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:34: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:34: Rotary Core Borehole Log CBSB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:35: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:35: Rotary Core Borehole Log CBSB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:36: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:36: Rotary Core Borehole Log CBSB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:37: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:37: Rotary Core Borehole Log CBSB02 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:38: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:38: Rotary Core Borehole Log CBSB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:39: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:39: Rotary Core Borehole Log CBSB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:40: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:40: Rotary Core Borehole Log CBSB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:41: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:41: Rotary Core Borehole Log CBSB03 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:42: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:42: Rotary Core Borehole Log CBSB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:43: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:43: Rotary Core Borehole Log CBSB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:44: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:44: Rotary Core Borehole Log CBSB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:45: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:45: Rotary Core Borehole Log CBSB04 [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:46: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:46: Rotary Core Borehole Log CBRB05A [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:47: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:47: Rotary Core Borehole Log CBRB05A [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:48: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:48: Rotary Core Borehole Log CBRB05A [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:49: Borehole No.: [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:49: Rotary Core Borehole Log CBRB05A [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf|R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf]]:40: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf|R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf]]:40: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf|R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf]]:46: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf|R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf]]:46: significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf|R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf]]:9: combined summary of the borehole records from these investigations is shown in Table 3.1. [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf|R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf]]:9: Trial pits and borehole records from a previous Phase II site investigation identified extensive [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf|R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf]]:10: groundwater within granular horizons and subsurface structures. Borehole logs from the [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-Archaeological Recording WSI.pdf|R-2022-0354-CD-Archaeological Recording WSI.pdf]]:3: relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-Archaeological Recording WSI.pdf|R-2022-0354-CD-Archaeological Recording WSI.pdf]]:3: evaluation of borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-Archaeological Recording WSI.pdf|R-2022-0354-CD-Archaeological Recording WSI.pdf]]:5:4.4 In the area of the South Bank boiler works, test pits and boreholes encountered slag and concrete [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-0354 Decision.pdf|R-2022-0354-CD-0354 Decision.pdf]]:2: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-0354 Decision.pdf|R-2022-0354-CD-0354 Decision.pdf]]:2: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-61586_01 Cover Letter(1).pdf|R-2022-0354-CD-61586_01 Cover Letter(1).pdf]]:1: borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-61586_01 Cover Letter(1).pdf|R-2022-0354-CD-61586_01 Cover Letter(1).pdf]]:1: evaluation of borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-0354 Officer Report.pdf|R-2022-0354-CD-0354 Officer Report.pdf]]:1:evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0354-CD/R-2022-0354-CD-0354 Officer Report.pdf|R-2022-0354-CD-0354 Officer Report.pdf]]:2:indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0779-CD/R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf|R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf]]:24: o not within 50m of a spring, well or borehole; [[this>Teesworks/Planning/R-2021-0832-CD/R-2021-0832-CD-DECISION NOTICE 0318.pdf|R-2021-0832-CD-DECISION NOTICE 0318.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2021-0832-CD/R-2021-0832-CD-DECISION NOTICE 0318.pdf|R-2021-0832-CD-DECISION NOTICE 0318.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:17:vibrocores/boreholes, planned as part of a marine ground investigation, will be undertaken in advance of [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:12:borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:76:groundwater. The ES states: borehole records indicate that groundwater [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:99: borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:12:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|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 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:10: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:A historic borehole record (ref: NZ52SW15054/AS2 referred to as AS2) located approximately 25m from the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:Tees estuary has been reviewed. This borehole was located in close proximity to the southwestern corner [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:Tees estuary has been reviewed. This borehole was located 150m to the southeast of the proposed scheme [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:http://scans.bgs.ac.uk/sobi_scans/boreholes/918110/images/16767534.html (Accessed 07/07/2020) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:24:As noted in Section 2.5, two publicly available borehole records have been reviewed which were sited [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:27: Publicly available borehole records have been reviewed which indicate that [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:27: geoarchaeological assessment of vibrocores/boreholes, planned as part of a marine ground [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-DECISION NOTICE.pdf|R-2020-0685-ESM-DECISION NOTICE.pdf]]:3: borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:3:3.1.2 Previous ground investigations boreholes 7 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:4:Table 3-1: Historical BGS borehole records 6 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12:datasets including 1:50,000 scale geological mapping, historical BGS borehole records (provided in [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12:Tidal Flat Deposits of sand, silt and clay and underlain by Mercia Mudstone. One historical BGS borehole [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12:reported geology from these borehole records is presented in Table 3-1. The historical BGS borehole logs [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12:Table 3-1: Historical BGS borehole records [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13:3.1.2 Previous ground investigations boreholes [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13:Three boreholes have been previously drilled within the site boundary; two of these were located to the west [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|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 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13:descriptions from the boreholes on and adjacent to the site is provided below. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13: (Enviros, 2004) 9.00 – 10.00 (end of borehole) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|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 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|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 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:24:D-B-T22, D-B-T23, D-B-T24, D-B-T25, D-B-T26, D-B-T27, D-B-T28, E-A-T1 and E-A-T14 and one borehole [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:24:One borehole 3AB2, was excavated within the oil depot compound. The encountered geology is described [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:25:and adjacent to the site between June and July 2007. Two boreholes, 2B2 and 2B3 were excavated on [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:25:boundary of the oil depot. One further borehole was drilled off site on the southern boundary of the depot [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:707: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:707: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:708: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:708: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:709: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:709: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:710: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:710: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:714: -T22 D-B Borehole [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:715: @ BOREHOLES [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:13:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf]]:3:consented schemes in the Tees. The findings of an archaeological review of vibrocore / borehole logs [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf]]:3:borehole logs is welcome, as part of the heritage assessment. (This is an issue that we mentioned in [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:4: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:5: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:14:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:14:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:21:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:8:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:12: Made Ground Light grey to dark grey slag 3.3 – 10.2 1.0 – 9.0m bgl (2.2 to - Not present in Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:12: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- Not present in Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:12: CLAY Undifferentiated Boreholes AS8 and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:24: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:24: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:24:  11 boreholes to up to 10m. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:25: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:25: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:25: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:26: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:26: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:26: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:28: typically BGS Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:28: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:28: Mudstone proven Boreholes [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:28: black 12m BGS borehole Aquifer narrow band [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:28: sandstones Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:28: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:28: subordinate not proven Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:37: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 borehole). [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:40: 2011  13 cable percussion boreholes to up to 10.2m depth; [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:40:  15 window sample boreholes; [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:40: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:41: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:42: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:44: A number of borehole records are available on the BGS GeoIndex web portal, which have been reviewed for the [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:44: The findings of these boreholes generally concur with the published mapping and are summarised below: [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:44: Borehole 26/R [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:44: strine to stiff brown silty Strata in some boreholes. Thin layer [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:44: partings of sand. in Borehole 26/O. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:44: many boreholes [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:44: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven in Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|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. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:56: Appendix D. Several borehole records are available on the BGS GeoIndex web portal, which have been reviewed [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:56: typically BGS Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:56: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:57: Deposits deposits of BGS borehole Undifferentiated south east of River [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:57: sand layers BGS borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:57: lacustrine clayey BGS borehole Strata [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:75: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:75: in one borehole location. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:76: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:76: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:76: boreholes were proposed on the remainder of the site. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:76: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:76: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:77: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:6:7 Borehole Records........................................................................................................................................................................................................ 43 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:7:Geosure data; BRITPITS database; Non-coal mining data and Borehole Records, Coal Authority data [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:9:Section 7: Borehole Records On-site 0-50m 51-250 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:9:7 BGS Recorded Boreholes 13 1 26 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:48: 7 Borehole Records map [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:48: Borehole Records Legend © Crown copyright and database rights 2019. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:49: 7 Borehole Records [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:49: The systematic analysis of data extracted from the BGS Borehole Records database provides the [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:49: Records of boreholes within 250m of the study site boundary: 40 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:49:ID Direction NGR BGS Reference Drilled Length Borehole Name [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:50:ID Direction NGR BGS Reference Drilled Length Borehole Name [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:The borehole records are available using the hyperlinks below: Please note that if the donor of the [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:borehole record has requested the information be held as commercial-in-confidence, the additional data [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#2A: scans.bgs.ac.uk/sobi_scans/boreholes/796924 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#3A: scans.bgs.ac.uk/sobi_scans/boreholes/796920 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#5: scans.bgs.ac.uk/sobi_scans/boreholes/796922 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#7: scans.bgs.ac.uk/sobi_scans/boreholes/796921 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#8A: scans.bgs.ac.uk/sobi_scans/boreholes/796925 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#10B: scans.bgs.ac.uk/sobi_scans/boreholes/796852 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#11B: scans.bgs.ac.uk/sobi_scans/boreholes/796853 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#12: scans.bgs.ac.uk/sobi_scans/boreholes/796855 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#13: scans.bgs.ac.uk/sobi_scans/boreholes/12725412 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#14C: scans.bgs.ac.uk/sobi_scans/boreholes/796716 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#15C: scans.bgs.ac.uk/sobi_scans/boreholes/796714 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#16D: scans.bgs.ac.uk/sobi_scans/boreholes/796719 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#18D: scans.bgs.ac.uk/sobi_scans/boreholes/796720 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#19: scans.bgs.ac.uk/sobi_scans/boreholes/796704 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#20: scans.bgs.ac.uk/sobi_scans/boreholes/796776 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#21: scans.bgs.ac.uk/sobi_scans/boreholes/12701995 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#22E: scans.bgs.ac.uk/sobi_scans/boreholes/796718 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#23G: scans.bgs.ac.uk/sobi_scans/boreholes/12702006 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#25E: scans.bgs.ac.uk/sobi_scans/boreholes/796715 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#26: scans.bgs.ac.uk/sobi_scans/boreholes/796713 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#28: scans.bgs.ac.uk/sobi_scans/boreholes/12725411 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#31G: scans.bgs.ac.uk/sobi_scans/boreholes/12702005 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#32H: scans.bgs.ac.uk/sobi_scans/boreholes/796703 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#33H: scans.bgs.ac.uk/sobi_scans/boreholes/796919 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#36J: scans.bgs.ac.uk/sobi_scans/boreholes/12701997 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:51:#38J: scans.bgs.ac.uk/sobi_scans/boreholes/12701998 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:8:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:10: Made Ground Light grey to dark grey slag 3.3 – 10.2 1.0 – 9.0m bgl (2.2 to - Not present in Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:10: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- Not present in Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:10: CLAY Boreholes AS8 and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:22: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:22: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:22:  11 boreholes to up to 10m. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:23: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:23: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:23: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:24: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:24: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:24: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:26: typically BGS Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:26: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:26: Mudstone proven Boreholes [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:26: black 12m BGS borehole Aquifer narrow band [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:26: sandstones Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:26: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:26: subordinate not proven Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:35: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 borehole). [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:38: 2011  13 cable percussion boreholes to up to 10.2m depth; [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:38:  15 window sample boreholes; [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:38: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:39: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:40: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:42: A number of borehole records are available on the BGS GeoIndex web portal, which have been reviewed for the [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:42: The findings of these boreholes generally concur with the published mapping and are summarised below: [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:42: Borehole 26/R [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:42: strine to stiff brown silty Strata in some boreholes. Thin layer [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:42: partings of sand. in Borehole 26/O. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:42: many boreholes [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:42: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven in Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|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. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:54: Appendix D. A number of borehole records are available on the BGS GeoIndex web portal, which have been [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:54: typically BGS Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:54: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:55: Deposits deposits of BGS borehole Undifferentiated south east of River [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:55: sand layers BGS borehole [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:55: lacustrine clayey BGS borehole Strata [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:73: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:73: one borehole location. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:74: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:74: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:74: boreholes were proposed on the remainder of the site. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:74: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:74: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:75: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2021-0473-ESM/R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf|R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf]]:1:a selection of installed boreholes. The developer should ensure the development works [[this>Teesworks/Planning/R-2021-0473-ESM/R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf|R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf]]:1:do not impinge on these boreholes during the works [[this>Teesworks/Planning/R-2021-0624-NM/R-2021-0624-NM-Decision Notice 0357.pdf|R-2021-0624-NM-Decision Notice 0357.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0624-NM/R-2021-0624-NM-Decision Notice 0357.pdf|R-2021-0624-NM-Decision Notice 0357.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-1046-CD/R-2021-1046-CD-Decision Notice.pdf|R-2021-1046-CD-Decision Notice.pdf]]:2: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2021-1046-CD/R-2021-1046-CD-Decision Notice.pdf|R-2021-1046-CD-Decision Notice.pdf]]:2: significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2021-1046-CD/R-2021-1046-CD-Officer Report.pdf|R-2021-1046-CD-Officer Report.pdf]]:1:of borehole and trenching data [[this>Teesworks/Planning/R-2021-1046-CD/R-2021-1046-CD-Officer Report.pdf|R-2021-1046-CD-Officer Report.pdf]]:1:significance suggested by the borehole/trenching data, or observed during the [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:14:A previous investigation carried out in Area A (comprising two trial pits and one borehole in the west of the site [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:14:In Area B, 12No. trial pits and 5No. boreholes were completed in 2004. Out of 17No. soil samples, 2 exceeded [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:24:S3-BHA01 screens the Made Ground beneath the small carpark in the northwest of the site. Borehole S3- [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:24:summarised in Table 5 below. The number of exceedances of all WQS from all samples in each borehole are [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:24: Figure 8: Number of WQS Exceedances per Borehole Area A [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02 screening the superficial deposits [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:Borehole S3-BHB01 screens the Made Ground and top of the Glacial Till in rough ground between the railway [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:tracks in the far north of the site. Borehole S3-BHB02 screens the Made Ground, upper Glacial Till and [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:Borehole S3-BHB03 screens shallow Made Ground beneath the former water treatment plant in the southeast [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:of the site. Borehole S3-BHB04S screens the shallow Made Ground and a separate standpipe in this borehole [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:25:summarised in Table 6 below. The number of exceedances of all WQS from all samples in each borehole are [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:26: Figure 9: Number of WQS Exceedances per Borehole in Area B [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:May 2018 for the two boreholes in Area A and the four boreholes in Area B. [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31: Borehole Flow rate (l/h) <0.1 - [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:**all seven boreholes recorded 0.2% CH4 on 02/05/18. This has been discounted as a calibration issue. [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:Concentrations of carbon dioxide and methane recorded in the boreholes across both site areas were below [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:Gas flow from all boreholes was below detection limits, as was concentrations of methane and hydrogen [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:sulphide. Methane recorded in all boreholes on 02/05/18 at 0.2 % may be a calibration issue. The highest [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:Carbon monoxide was recorded on three occasions in three boreholes. These may be associated with blast [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Environmental Risk Assessment.pdf|R-2021-0166-FFM-Environmental Risk Assessment.pdf]]:31:response zone of the borehole screening the Made Ground and the borehole screening the superficial deposits [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:8:The full thickness of superficial deposits was recorded in three boreholes in each of areas A and B. The [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:8:  Glaciolacustrine Deposits Were noted to be present in one location in Area A and all three boreholes [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:8: boulders recorded in two boreholes. One of the cable percussion boreholes in Area A was terminated [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:9:In Area A bedrock was encountered in only one borehole at 4.3mAOD and was described as an extremely [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:9:Within Area B in boreholes S3-BHB02, S3-BHB03 and S3-BHB04, bedrock was encountered at – 0.4 to [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:9:within the cable percussion boreholes. In S3-BH01 bedrock was found to comprise a weak or extremely weak [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:20:the single cored borehole in Area B which encountered Mercia Mudstone did not record any evidence of [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:26: 1. Further deep boreholes in both Areas A and B in order to provide a better indication of likely depth to [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:27:borehole. The made ground was typically thinner than elsewhere within the former SSI Steelworks site and [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:23:8.3.5.5 Boreholes [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:23:There are existing borehole installations across the site. Where possible boreholes within defined excavation [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:23:indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation activities such as [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:10:Historical borehole logs from the British Geological Survey (BGS) data and from Arcadis 2020 (boreholes [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:134: Borehole/Pit No. SHO-TS1-AUK-TP101-S4 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:135: Borehole/Pit No. SHO-TS1-AUK-TP102-S6 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:136: Borehole/Pit No. SHO-TS1-AUK-TP103-S4 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:137: Borehole/Pit No. SHO-TS1-AUK-TP104-S4 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:138: Borehole/Pit No. SHO-TS1-AUK-TP105-S5 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:139: Borehole/Pit No. SHO-TS1-AUK-TP106-S4 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:140: Borehole/Pit No. SHO-TS1-AUK-TP106-S6 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:141: Borehole/Pit No. SHO-TS1-AUK-TP107-S8 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:142: Borehole/Pit No. SHO-TS1-AUK-TP107-S9 [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:143: Heavy Compaction Borehole / Pit No [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:144: Heavy Compaction Borehole / Pit No [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:145: Heavy Compaction Borehole / Pit No [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:146: Heavy Compaction Borehole / Pit No [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:147: Heavy Compaction Borehole / Pit No [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:13: Nine boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, three of these were [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:13: Nine boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m bgl, or refusal on [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:13: bedrock, three of these boreholes were advanced 5m into the underlying bedrock; [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:13: 16 boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m, or refusal on bedrock, [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:13: three of these boreholes were advanced 5m into the underlying bedrock; [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:13: 25 boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl; [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:15: Tidal Flat Encountered in 33 of 34 boreholes (except SBC_AUK_BH105). [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:15: seven boreholes from SBA and 15 boreholes from SBC. The deposit was [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:15: Glacial Till was identified in 31 of 34 boreholes below the [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:16: Sand and Sand and Gravel was identified in two boreholes from SBA. Two bands [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:16: Mercia glauconite, recorded in 27 boreholes. [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:16: sandstone and siltstone at depth within some boreholes. [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:17:soils from the boreholes drilled along the northern edge of the site as part of a ground investigation to inform [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:30:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:31:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:8:Prior to demolition works commencing nearby boreholes shall be sampled and monitored to establish current [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:8:boreholes shall also be monitored and sampled during the demolition works to monitor any effect the works may [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:8: 26no boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 15m and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:8: UXO clearance using down-hole magnetometer at each borehole location upon encounter of natural [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:13:across the site. The full geology encountered is provided on the trial pit and borehole logs within the AEG and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:14: Sand was encountered in borehole S2-BHA02. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:14: Glaciolacustrine boreholes and comprised brown laminated clay interlaminated with silt [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:17:investigation. The full geology encountered is provided on the borehole logs within the AEG Factual Reports. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:17:Data collected during this site investigation together with selected historical borehole information has been [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:24:was not possible, and on the advice of the ordnance engineer, the borehole was terminated at this depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:33: Mudstone Formation, Penarth Group and Mercia Mudstone) identified in on-site boreholes the potential for [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Decision Notice 1048(1).pdf|R-2021-1048-FFM-Decision Notice 1048(1).pdf]]:4:9. A scheme for managing and/or decommissioning any borehole installed for [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Decision Notice 1048(1).pdf|R-2021-1048-FFM-Decision Notice 1048(1).pdf]]:4: scheme shall provide details of how redundant boreholes are to be [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Decision Notice 1048(1).pdf|R-2021-1048-FFM-Decision Notice 1048(1).pdf]]:4: decommissioned and how any boreholes that need to be retained, post- [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Decision Notice 1048(1).pdf|R-2021-1048-FFM-Decision Notice 1048(1).pdf]]:4: REASON: To ensure that redundant boreholes are safe and secure, and do [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6:Condition 4: Decommission of investigative boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6:A scheme for managing and/or decommissioning any borehole installed for [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6:scheme shall provide details of how redundant boreholes are to be [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6:decommissioned and how any boreholes that need to be retained, post- [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:6: To ensure that redundant boreholes are safe and secure, and do not [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:17:decommissioning of boreholes/wells, the development is one that can be [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:24:9. A scheme for managing and/or decommissioning any borehole installed [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:24: The scheme shall provide details of how redundant boreholes are to be [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:24: decommissioned and how any boreholes that need to be retained, post- [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:24: Reason: To ensure that redundant boreholes are safe and secure, and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix4 - Cleveland Logs.pdf|R-2021-1048-FFM-Appendix4 - Cleveland Logs.pdf]]:1:4. TRIAL PIT AND BOREHOLE LOGS, CLEVELAND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:10: • Boreholes across the site and details of their response zones; [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:11: groundwater level data from all boreholes has been collected; [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:13: details are required on what the off-site source is, from which boreholes off [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:23:assessments which cover a much larger area than the an appendix document containing extracts of all the relevant data (borehole logs, summary tables, logger data [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:24: Boreholes across the site and details of their response Arcadis believe the previously submitted documentation contains this information however summary tables will [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:24: occasions groundwater level data from all boreholes has [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:30:boreholes off site groundwater have been sampled and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix2 - Redcar Logs.pdf|R-2021-1048-FFM-Appendix2 - Redcar Logs.pdf]]:1:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:4: hydrogeology. No scaled cross sections have been Borehole Location Plans are provided in the relevant [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:4: prevailing at the site. Additionally, specific boreholes Factual Ground investigation – Page 3 CH2M 2017c [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:8: Borehole Location Plans are provided in the relevant [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:12: prevailing at the site. Additionally, specific boreholes have been referred [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:4:4.1.2 Borehole Records ............................................................................................................................. 10 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:8:• British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:16:4.1.2 Borehole Records [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:16:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:Table 5 – BGS Borehole Archive [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:Full details of the geology encountered and additional borehole records can be found at the link included in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|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) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:22: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:22: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:41: Title: Land West of Warrenby - Historic Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:41:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:41: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:41: Warrenby Hist Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:50:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:50:113 16.1 BGS Boreholes 4 0 14 - - [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:157: 16 Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:157:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:157:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:157:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:157:Features are displayed on the Boreholes map on page 113 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:328: BH Borehole RNAS Royal Naval Air Service [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:330: Boreholes       [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:332: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:333: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:333: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:337: • The Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:337: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:342: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:343: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf]]:4: prevailing at the site. Additionally, specific boreholes have been referred [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:3:Condition 4: Decommission of investigative boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:3:A scheme for managing and/or decommissioning any borehole installed for the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:3:details of how redundant boreholes are to be decommissioned and how any [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:3:boreholes that need to be retained, post-development, for monitoring purposes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf]]:4: • To ensure that redundant boreholes are safe and secure, and do not [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:6:Table 3.2 - Summary of Historical Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:6:Table 3.3 - Summary of Historical Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:8:deposits; comprising unconsolidated alluvium, estuarine clay and sand. Deeper boreholes sunk within [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:8:Penarth Group – Ironstone. Limited historic boreholes show a broad trend of increasing depth to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:13: Historical boreholes Boreholes accessed through BGS Geoindex or through [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:13: Note: A large portion of the historic boreholes in SSI 1 are historical Ground Investigation reports supplied by the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:15: oversized borehole into a concrete plug below the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:16:Across the three areas, works comprised 264 trial pits and 42 boreholes using shell and auger (cable [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:16:percussive) techniques. Of these, 31 trial pits and two boreholes were undertaken within SSI 1 – see [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:16:table 3.2 for a summary of historic boreholes on site. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:19:Historic boreholes at the site are largely confidential or unavailable to view through BGS GeoIndex. (ref. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:19:Table 3.2 - Summary of Historical Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:19: Geoindex Borehole ref from GI Details of GI Location on site [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:19: Borehole Ref. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:20:Boreholes sunk during the Soil Mechanics/W S Atkins site investigation of 1972 describe a layer of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:20:Boreholes from the 1972 Soil Mechanics – W S Atkins investigation in the western portion of the site [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:21:Historic borehole records show a broad trend of rock depth increasing from south to north. Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:21:NZ52SE51 (W S Atkins, 1972) in the north of the site records bedrock at 20m.bgl. Borehole NZ52NE60 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:21:Borehole records show several metres of moderate to highly weathered rock. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:21:Table 3.3 - Summary of Historical Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:29:SSI1 comprised 31no trial pits and 2no borehole. The findings of the environmental study are detailed [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:38: Only 3 boreholes within SSI 1. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:38: Only 3 boreholes within SSI 1. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Sinter plant 35 Trial pits 7no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Sinter stocking ground 43 Trial pits 5 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Pellet plant 37 Trial pits 8 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Pellet stocking ground 12 Trial pits 5 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Blended ore stocking ground 78 Trial pits 16 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Coke crushing plant 14 Trial pits 3 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Coal yards 44 Trial pits 9 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:4:4.1.2 Borehole Records .............................................................................................................................11 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:8: British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:17:4.1.2 Borehole Records [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:17:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:17:Table 5 – BGS Borehole Archive [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:17:Full details of the geology encountered and additional borehole records can be found at the link included in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|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) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:21: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:21: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:34: Title: Land West of Warrenby - Historic Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:34:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:34: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:34: Warrenby Hist Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:42:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:42:113 16.1 BGS Boreholes 4 0 14 - - [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:149: 16 Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:149:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:149:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:149:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:149:Features are displayed on the Boreholes map on page 113 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:320: BH Borehole RNAS Royal Naval Air Service [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:322: Boreholes       [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:324: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:325: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:325: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:329: • The Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:329: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:334: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:335: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:18:the advice of the ordnance engineer, the borehole was terminated at this depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:27:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:27:There are existing borehole installations across the Net Zero site. Where possible boreholes within [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:27:assessment indicates a Medium risk from UXO for borehole and excavation activities. In addition, and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:4: Works Works undertaken have comprised desk study, trial pitting, advancement of boreholes, Cone [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:12:All three investigation phases included trial pitting, the advancement of boreholes, installation of monitoring [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|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, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:16:previous investigations has been included within Appendix B which includes on-site borehole and trial pit logs [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:16:and borehole logs from off-site immediately downgradient boreholes which provide information on the potential [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:17:boreholes. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:17:Glaciolacustrine Deposits were identified in a limited number of boreholes and generally comprised laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:18:The Penarth Group and Mercia Mudstone Group were identified in one location only (borehole S2-BHA04). The [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:18:and was proven to a depth of 3.7 to 4.2m bgl in the two boreholes advanced off-Site, with the depth to base of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:20:(AEG 2022), which monitored the pore water pressure at different elevations and depths in the borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:43:present. The exception to this was in relation to borehole MS\TP10 and S1-TPH07, where a sheen or oil [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:67: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:70: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:70: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:70: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:71: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:71: S2-TPA48 BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:71: S2-TPA49 BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:72: S2-TPA96 MS\BH10 MS\BH12 BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:72: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:72: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:74: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:75: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:76: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:77: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:78: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:79: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:92: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:93:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:125: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:126:Information Summarised: Site Plans, Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:291:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Permeability Tests Tidal Monitoring Results, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:309: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:309:16/10/2017 5.00 5.00 250 4.40 4.80 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:310: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:310: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:310:17/10/2017 10.00 9.50 200 2.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:311: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:311:12/10/2017 7.00 7.00 200 5.68 3.20 3.60 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:312: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:312: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:313: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:313: 16.80 SJ24 1/0.94 Borehole complete at 16.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:313: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:314: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:314:05/10/2017 1.00 1.00 250 Dry 1.20 6.00 02:00 8.00 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:315: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:315:09/10/2017 10.00 10.00 200 4.76 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:316: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:316: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:317: 22.60 25.10 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:318: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:319: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:320: 36.80 39.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:321: Borehole complete at 39.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:321: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:325: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:325: Borehole terminated at 1.00m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:325:03/10/2017 1.00 0.90 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:326: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:326:04/10/2017 5.17 5.17 250 5.00 11.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:327: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:327: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:327:05/10/2017 11.50 11.50 200 4.35 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:328: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:328:09/10/2017 3.00 3.00 250 2.41 0.40 0.80 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:329: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:329: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:330: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:330: Borehole complete at 18.45m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:330: 17.30 17.50 00:45 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:331: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:331: Borehole terminated at 0.50m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:331:03/10/2017 0.50 0.50 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:332: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:332:04/10/2017 7.00 7.00 250 6.41 2.30 2.50 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:333: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:333: Borehole terminated at 8.00m BGL - due to pushing obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:333: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:334: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:334:06/10/2017 4.00 4.00 250 3.10 3.40 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:335: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:335: Borehole complete at 15.50m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:335: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:336: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:336:11/10/2017 1.20 1.20 250 Dry 1.20 1.80 01:00 1.20 5.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:336:12/07/2017 1.20 1.20 250 Dry 2.10 2.70 00:30 5.00 6.00 (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:337: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:337: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:337: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:338: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:338: Borehole terminated at 19.10m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:338: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:338: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:339: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:339:10/10/2017 2.00 2.00 250 Dry 2.00 5.30 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:340: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:340:12/10/2017 13.50 13.40 200 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:341: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:341: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:342: 18.80 19.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:343: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:344: 29.80 32.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:345: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:346: 19/10/2017 35.80 17.80 20.30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:347: Borehole complete at 40.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:347: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:352: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:352: Borehole terminated at 1.50m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:352:26/10/2017 1.20 1.20 Dry 1.20 1.50 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:353: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:353: Borehole terminated at 5.00m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:353:30/10/2017 4.50 4.40 250 3.87 4.90 5.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:354: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:354: 5.80 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:355: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:355:27/10/2017 10.00 10.00 200 4.77 14.00 15.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:356: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:356:02/11/2017 20.00 17.30 200 4.77 23.40 24.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:357: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:357:03/11/2017 25.00 17.30 200 4.83 27.00 27.40 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:358: 29.90 31.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:359: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:360: 37.80 40.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:361: Borehole complete at 40.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:361: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:364: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:364:23/10/2017 3.00 3.00 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:365: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:365: Borehole terminated at 11.00m BGL due to possible UXO anomaly. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:365:25/10/2017 11.00 11.00 200 3.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:366: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:366:07/11/2017 4.40 4.40 250 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:367: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:367:08/11/2017 10.00 10.00 200 4.67 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:368: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:368: 21.00 S46 1/0.40 Borehole complete at 21.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:368:10/11/2017 19.00 18.30 200 3.78 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:369: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:370: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:373: Note: Borehole dry throughout monitoring period. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:393:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Vibrating Wire Piezometer Charts, Aquifer [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|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. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:3: 3.4 Exploratory Holes: Boreholes ........................................................................................ 7 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:4: Borehole Records 2 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:6:  Thirty one cable percussion boreholes, seven of which were continued by rotary drilling using [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:8:The depths of all boreholes and trial pits, descriptions of the material encountered, details of any [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:8:information can be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:9:site. They reported a potential anomaly during drilling one borehole (S2-BHA5) at 11.00m BGL the borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:9:3.4 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:9:Thirty one boreholes were sunk using either a Pilcon Wayfarer 1500, a Pilcon Wayfarer 2000 or a Dando [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:9:(S1-BH13) and 27.40m BGL (S2-BHA4). Seven boreholes were further advanced using either a Boart [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:10:specimens of rock core. The Borehole Records are presented along with a Summary Table as Field Data [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:10:Representative samples of soil and rock were obtained from the boreholes and trial pits and were taken to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:10:was added during advancement of the majority of the boreholes in order to facilitate drilling operations. As a [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:10:into the boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|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. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:10:boreholes at the beginning and/or end of each drilling shift. The water level is indicated on the applicable [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:10:Borehole Record as part of the boring progress information. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:10:Twenty six boreholes were installed with monitoring instrumentation in accordance with the requirements of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:10:Enclosure 2 and on the relevant Borehole Records. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:11:In addition six of the boreholes (S2-BHA01 to S2-BHA06 inclusive) were installed with MiniDiver instruments [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:12:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes and trial pits in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:12:relevant depth on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:12:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:12:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:13:Borehole Records. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:13:individual tests carried out during drilling made in the test result column of the relevant Borehole Record. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:16:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:17:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:17: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:19:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:19:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:19:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:19:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:20:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:29:Borehole Records [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:30:Borehole Summary Table [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:30:Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:31: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:31:06/10/2017 2.00 1.80 300 Dry 1.20 1.60 01:00 8.00 14.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:31: 3.40 3.90 01:00 (6) Driller notes borehole silted up from 8.00-6.00m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:32: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:32:11/10/2017 14.00 14.00 200 4.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:32: (6) Driller notes borehole silted up from 8.00-6.00m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:33: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:33: 19.10 20.00 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:33: (6) Driller notes borehole silted up from 8.00-6.00m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:34: 18/10/2017 20.50 20.00 7.30 20.50 21.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:34: (6) Driller notes borehole silted up from 8.00-6.00m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:35: 24/10/2017 27.70 23.20 12.30 26.30 27.70 W 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:35: (6) Driller notes borehole silted up from 8.00-6.00m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:36: 30.70 32.30 W/Pol 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:36: (6) Driller notes borehole silted up from 8.00-6.00m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:37: 33.40 33.90 W/Pol 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:37: (6) Driller notes borehole silted up from 8.00-6.00m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:38: 25/10/2017 37.20 35.00 37.20 38.20 W/Pol 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:38: (6) Driller notes borehole silted up from 8.00-6.00m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:39: Borehole complete at 40.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:39: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:39: (6) Driller notes borehole silted up from 8.00-6.00m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:43: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:43:20/10/2017 5.00 5.00 300 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:44: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:44: 15.00 U*B26 (120) Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:44:24/10/2017 10.00 10.00 200 5.86 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:45: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:45:25/10/2017 3.50 3.50 250 Dry 3.30 3.50 02:00 3.50 5.50 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:46: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:46: 13.00 SJ28 1/0.94 Borehole complete at 13.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:46: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:47: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:47:16/10/2017 5.00 5.00 250 4.40 4.80 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:48: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:48: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:48:17/10/2017 10.00 9.50 200 2.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:49: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:49:12/10/2017 7.00 7.00 200 5.68 3.20 3.60 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:50: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:50: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:51: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:51: 16.80 SJ24 1/0.94 Borehole complete at 16.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:51: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:52: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:52:05/10/2017 1.00 1.00 250 Dry 1.20 6.00 02:00 8.00 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:53: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:53:09/10/2017 10.00 10.00 200 4.76 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:54: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:54: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:55: 22.60 25.10 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:56: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:57: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:58: 36.80 39.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:59: Borehole complete at 39.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:59: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:63: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:63: Borehole terminated at 1.00m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:63:03/10/2017 1.00 0.90 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:64: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:64:04/10/2017 5.17 5.17 250 5.00 11.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:65: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:65: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:65:05/10/2017 11.50 11.50 200 4.35 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:66: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:66:18/10/2017 3.50 3.20 300 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:67: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:67: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:68: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:68: Borehole complete at 16.50m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:68: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:69: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:69:13/10/2017 3.00 3.00 300 Dry 5.00 5.70 01:30 3.00 13.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:69: (5) Driller notes borehole collapsed back from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:70: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:70:17/10/2017 13.00 13.00 200 5.20 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:70: (5) Driller notes borehole collapsed back from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:71: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:71:18/10/2017 18.50 18.50 150 5.20 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:71: (5) Driller notes borehole collapsed back from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:72: 21.30 24.30 W/Pol 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:72: (5) Driller notes borehole collapsed back from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:73: 25.00 26.50 W/Pol 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:73: (5) Driller notes borehole collapsed back from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:74: 30.50 31.10 W/Pol 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:74: (5) Driller notes borehole collapsed back from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:75: 01/11/2017 33.70 31.00 33.70 35.20 W/Pol 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:75: (5) Driller notes borehole collapsed back from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:76: 37.90 38.50 W/Pol 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:76: (5) Driller notes borehole collapsed back from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:77: Borehole complete at 40.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:77: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:77: (5) Driller notes borehole collapsed back from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:81: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:81:17/10/2017 5.18 5.18 250 5.00 8.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:82: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:82: 11.00 SJ24 1/0.60 Borehole complete at 11.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:82:18/10/2017 11.00 10.50 200 5.12 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:83: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:83: Borehole terminated at 1.10m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:83:16/10/2017 1.10 1.10 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:84: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:84:17/10/2017 5.00 5.00 250 4.00 4.20 00:30 8.00 12.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:85: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:85: 11.40 11.60 00:45 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:86: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:86: Borehole complete at 16.70m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:86: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:87: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:87:09/10/2017 3.00 3.00 250 2.41 0.40 0.80 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:88: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:88: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:89: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:89: Borehole complete at 18.45m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:89: 17.30 17.50 00:45 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:90: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:90: Borehole terminated at 0.50m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:90:03/10/2017 0.50 0.50 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:91: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:91:04/10/2017 7.00 7.00 250 6.41 2.30 2.50 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:92: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:92: Borehole terminated at 8.00m BGL - due to pushing obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:92: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:93: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:93:06/10/2017 4.00 4.00 250 3.10 3.40 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:94: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:94: Borehole complete at 15.50m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:94: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:95: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:95:19/10/2017 5.00 5.00 250 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:96: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:96: Borehole complete at 10.30m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:96:20/10/2017 8.50 8.50 200 4.51 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:97: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:97:13/10/2017 7.16 7.16 250 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:98: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:98:16/10/2017 11.40 11.10 200 5.07 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:99: 12.60 13.60 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:100: 20/10/2017 18.00 11.40 18.00 21.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:101: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:102: 27.00 28.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:103: 30.00 32.25 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:104: 23/10/2017 32.25 17.50 33.45 35.45 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:105: 36.45 39.45 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:106: Borehole complete at 41.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:106: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:112: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:112:23/10/2017 4.00 4.00 250 Dry 2.30 3.00 01:00 4.00 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:113: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:113:25/10/2017 10.00 10.00 200 4.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:114: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:114: Borehole complete at 18.20m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:114: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:115: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:115:11/10/2017 1.20 1.20 250 Dry 1.20 1.80 01:00 1.20 5.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:115:12/07/2017 1.20 1.20 250 Dry 2.10 2.70 00:30 5.00 6.00 (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:116: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:116: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:116: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:117: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:117: Borehole terminated at 19.10m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:117: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:117: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:118: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:118:10/10/2017 2.00 2.00 250 Dry 2.00 5.30 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:119: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:119:12/10/2017 13.50 13.40 200 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:120: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:120: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:121: 18.80 19.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:122: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:123: 29.80 32.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:124: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:125: 19/10/2017 35.80 17.80 20.30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:126: Borehole complete at 40.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:126: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:131: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:131: Borehole terminated at 1.50m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:131:26/10/2017 1.20 1.20 Dry 1.20 1.50 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:132: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:132: Borehole terminated at 5.00m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:132:30/10/2017 4.50 4.40 250 3.87 4.90 5.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:133: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:133:31/10/2017 5.00 5.00 250 4.11 1.90 2.30 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:134: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:134: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:134: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:135: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:135:25/10/2017 4.00 4.00 300 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:136: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:136: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:137: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:137:30/10/2017 16.50 15.30 200 5.83 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:138: 18.60 20.40 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:139: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:140: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:141: 03/11/2017 33.40 17.50 7.40 33.40 36.40 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:142: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:143: Borehole complete at 41.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:143: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:148: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:148:01/11/2017 3.00 3.00 300 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:149: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:149: 14.50 25 Borehole complete at 14.50m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:149: 14.10 14.50 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:150: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:150:30/10/2017 3.00 3.00 300 Dry 3.20 3.70 01:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:151: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:151: Borehole complete at 14.50m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:151:01/11/2017 13.50 13.50 200 5.50 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:152: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:152: 5.80 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:153: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:153:27/10/2017 10.00 10.00 200 4.77 14.00 15.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:154: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:154:02/11/2017 20.00 17.30 200 4.77 23.40 24.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:155: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:155:03/11/2017 25.00 17.30 200 4.83 27.00 27.40 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:156: 29.90 31.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:157: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:158: 37.80 40.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:159: Borehole complete at 40.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:159: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:162: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:162:23/10/2017 3.00 3.00 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:163: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:163: Borehole terminated at 11.00m BGL due to possible UXO anomaly. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:163:25/10/2017 11.00 11.00 200 3.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:164: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:164:07/11/2017 4.40 4.40 250 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:165: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:165:08/11/2017 10.00 10.00 200 4.67 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:166: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:166: 21.00 S46 1/0.40 Borehole complete at 21.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:166:10/11/2017 19.00 18.30 200 3.78 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:350: Note: Borehole dry throughout monitoring period ‐ at installation depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:353: Note: Borehole dry throughout monitoring period. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:424: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:425: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:426: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:427: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF|R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF]]:5: https://www.bgs.ac.uk/ for geotechnical borehole and geological data. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF|R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF]]:9:18.4.9 Despite not being recorded in available borehole data, there is potential for [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:3: Table 4: Borehole Summary .........................................................................................10 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:9:birds were present in the area of MS\BH01. This area was subsequently cordoned off and the borehole was [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:12:Table 4: Borehole Summary [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:20:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:21:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:21: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:23:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:23:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:23:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:23:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:24:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1398: Table 2.3 Borehole information .................................................................................................. 12 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1401:the central third of the probe, so loading the borehole wall. The expansion of the membrane is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1403:information provided by AEG. For MS/BH07 and MS/BH11 this is based on borehole specific [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1404:which may be modified, is intended to refer to the borehole and the ‘T’ refers to the individual test, so [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1404:a typical test reference is B09T1 – the first test in borehole MS/BH09. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1405:Table 2.1 below details the pressuremeter testing carried in the boreholes. Table 2.2 provides [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1405:background information about the tests and probe used. Table 2.3 contains borehole details. Notes on [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1406:Table 2.3 Borehole information [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1406: Borehole Easting (m) Northing (m) Ground level Groundwater level [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1406: 1. The coordinates and ground level of the boreholes have been provided by Allied Exploration & [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1409: the borehole preparation on local fracturing whilst Gur is more representative of the rock [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1414:formed by an H size barrel. On completion of a test it is removed from the borehole which is then [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1414:expands, pressing against the borehole wall. The radial displacement of the inside boundary of the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1416:its contribution is small. By its very nature there is a gap between the instrument and the borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1421:once in the borehole the pressure transducers will read the head of oil. For gas inflation it is probably [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1421:better to use the zero readings when the probe is in place in the borehole, because it will then be at [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1427:practice is designed to preserve the core without regard for the borehole wall. This is the opposite of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1428:of the borehole. Hence there are large displacements for very little pressure. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1431:This is simple strain and when displacements are measured at the borehole wall is termed cavity [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1432:Figure 1.1 shows how pressures and strains in the expanding borehole are defined. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1437: 𝛾𝑐 Shear strain at the borehole wall [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1454:first occurs at the borehole wall when the radial stress is: [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1458:point where the membrane bears on the borehole wall. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1459:where it bears against the borehole wall. Before using the calibrated data file, therefore, the analysis [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1464:Table 1 below details the pressuremeter testing carried in the boreholes. Table 2 provides background [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1464:information about the tests and probe used. Table 3 provides borehole information. Notes on the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1464: 3. Material is as reported on site without reference to borehole logs. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1465:Table 3 Borehole location information [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1465: Borehole Easting (m) Northing (m) Ground level Groundwater [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1465: 1. The coordinates and ground level of the boreholes have been provided by Allied Exploration & [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1468:Figure 1 All tests on common axes – All boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1469: All boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1470:Borehole : MS/BH06 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1491:Borehole : MS/BH06 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1512:Borehole : MS/BH07 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1529:Borehole : MS/BH07 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1554:Borehole : MS/BH09 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1572:Borehole : MS/BH09 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1593:Borehole : MS/BH11 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1614:Borehole : MS/BH11 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:7: (Boreholes and Window Sampling) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:10: Boreholes     [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:11: Boreholes      [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:41: the operator, including (e.g. boreholing and window sampling). Borehole operations generate kinetic [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:51: (Boreholes and Window Sampling) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:57: Boreholes     [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:58: Boreholes      [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:90: Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:110: and/or concurrently with, “blind” works such as boreholes, drilling, window sampling and piling into [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:4: Works Works undertaken have comprised desk study, trial pitting, advancement of boreholes, Cone [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:12:All three investigation phases included trial pitting, the advancement of boreholes, installation of monitoring [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|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, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:16:previous investigations has been included within Appendix B which includes on-site borehole and trial pit logs [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:16:and borehole logs from off-site immediately downgradient boreholes which provide information on the potential [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:17:boreholes. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:17:Glaciolacustrine Deposits were identified in a limited number of boreholes and generally comprised laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:18:The Penarth Group and Mercia Mudstone Group were identified in one location only (borehole S2-BHA04). The [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:18:and was proven to a depth of 3.7 to 4.2m bgl in the two boreholes advanced off-Site, with the depth to base of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:21:(AEG 2022), which monitored the pore water pressure at different elevations and depths in the borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:45:present. The exception to this was in relation to borehole MS\TP10 and S1-TPH07, where a sheen or oil [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:69: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:72: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:72: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:72: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:73: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:73: S2-TPA48 BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:73: S2-TPA49 BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:74: S2-TPA96 MS\BH10 MS\BH12 BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:74: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:74: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:76: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:77: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:78: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:79: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:80: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:81: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:82: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:83: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:84: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:100: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:101:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:133: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:134:Information Summarised: Site Plans, Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:299:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Permeability Tests Tidal Monitoring Results, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:317: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:317:16/10/2017 5.00 5.00 250 4.40 4.80 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:318: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:318: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:318:17/10/2017 10.00 9.50 200 2.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:319: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:319:12/10/2017 7.00 7.00 200 5.68 3.20 3.60 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:320: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:320: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:321: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:321: 16.80 SJ24 1/0.94 Borehole complete at 16.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:321: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:322: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:322:05/10/2017 1.00 1.00 250 Dry 1.20 6.00 02:00 8.00 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:323: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:323:09/10/2017 10.00 10.00 200 4.76 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:324: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:324: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:325: 22.60 25.10 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:326: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:327: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:328: 36.80 39.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:329: Borehole complete at 39.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:329: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:333: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:333: Borehole terminated at 1.00m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:333:03/10/2017 1.00 0.90 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:334: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:334:04/10/2017 5.17 5.17 250 5.00 11.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:335: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:335: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:335:05/10/2017 11.50 11.50 200 4.35 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:336: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:336:09/10/2017 3.00 3.00 250 2.41 0.40 0.80 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:337: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:337: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:338: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:338: Borehole complete at 18.45m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:338: 17.30 17.50 00:45 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:339: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:339: Borehole terminated at 0.50m BGL - due to refusal. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:339:03/10/2017 0.50 0.50 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:340: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:340:04/10/2017 7.00 7.00 250 6.41 2.30 2.50 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:341: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:341: Borehole terminated at 8.00m BGL - due to pushing obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:341: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:342: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:342:06/10/2017 4.00 4.00 250 3.10 3.40 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:343: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:343: Borehole complete at 15.50m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:343: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:344: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:344:11/10/2017 1.20 1.20 250 Dry 1.20 1.80 01:00 1.20 5.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:344:12/07/2017 1.20 1.20 250 Dry 2.10 2.70 00:30 5.00 6.00 (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:345: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:345: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:345: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:346: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:346: Borehole terminated at 19.10m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:346: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:346: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:347: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:347:10/10/2017 2.00 2.00 250 Dry 2.00 5.30 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:348: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:348:12/10/2017 13.50 13.40 200 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:349: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:349: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:350: 18.80 19.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:351: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:352: 29.80 32.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:353: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:354: 19/10/2017 35.80 17.80 20.30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:355: Borehole complete at 40.80m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:355: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:360: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:360: Borehole terminated at 1.50m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:360:26/10/2017 1.20 1.20 Dry 1.20 1.50 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:361: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:361: Borehole terminated at 5.00m BGL - due to obstruction. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:361:30/10/2017 4.50 4.40 250 3.87 4.90 5.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:362: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:362: 5.80 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:363: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:363:27/10/2017 10.00 10.00 200 4.77 14.00 15.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:364: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:364:02/11/2017 20.00 17.30 200 4.77 23.40 24.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:365: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:365:03/11/2017 25.00 17.30 200 4.83 27.00 27.40 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:366: 29.90 31.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:367: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:368: 37.80 40.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:369: Borehole complete at 40.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:369: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:372: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:372:23/10/2017 3.00 3.00 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:373: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:373: Borehole terminated at 11.00m BGL due to possible UXO anomaly. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:373:25/10/2017 11.00 11.00 200 3.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:374: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:374:07/11/2017 4.40 4.40 250 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:375: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:375:08/11/2017 10.00 10.00 200 4.67 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:376: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:376: 21.00 S46 1/0.40 Borehole complete at 21.00m BGL. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:376:10/11/2017 19.00 18.30 200 3.78 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:377: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:378: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:381: Note: Borehole dry throughout monitoring period. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:401:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Vibrating Wire Piezometer Charts, Aquifer [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|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. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:5:Appendix A ............................................................................. Borehole layout plans RGEN136 and X57642. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:6:Figure 5 .................................................................................... Historic Borehole and Trial Pit Location Plan [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:14: Historical boreholes in or adjacent to the site. NZ52NE12 to 17, NZ52NE48, NZ52NE51 to 52, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:14: Note many of the boreholes are marked as [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:15: Layout of Boreholes and RGEN136 Borehole layout based on [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:15: Key Plan showing X57642 Borehole layout in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:15: Borehole Locations relation to existing [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:17:large number of borehole records however the record is incomplete and it is not possible to reconcile [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:17:the records with the base plans with confidence. Appendix A contains a copy of boreholes layout plans [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:17:RGEN136 and X57642. The borehole records are discussed in Section 3.5. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:18: June 2004 site 10 boreholes 53 Trial [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:24:investigation together with historical borehole evidence from the 1970’s the Made Ground consists of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:24:depths exceeding 4.0mbgl. Figure 5 details the location of the Enviros boreholes and also on the basis of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:24:borehole data. As noted in Section 2.6 these records are not complete. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:24:shells. Borehole records from the 1970’s suggest the thickness of the sands to extend to a maximum [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:25:The EA interactive groundwater map defines Groundwater Source Protection Zones for wells, boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:35:a total of 58 trial pits and nine boreholes were constructed within the SSI2 site area. The results were [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:35: [S4UL Boreholes, Boreholes Boreholes Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:36: [S4UL Boreholes, Boreholes Boreholes Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:47:borehole cannot be discounted. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:47: 2No. Rotary corded boreholes services. Breaking out of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:47: Groundwater monitoring boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:47: piezometers within boreholes to be required [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: 5No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: services. Four boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: piezometers within boreholes hardstanding’s and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:48: services. One borehole to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: piezometers within boreholes hardstanding’s and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: 5No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: piezometers within boreholes hardstanding’s and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:49: 1No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: piezometers within boreholes hardstandings and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: 2No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: piezometers within boreholes hardstandings and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: 5No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: 5No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:50: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: 7 No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: 8 No. Rotary corded boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: piezometers within boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:51: boreholes locations likely [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:53:Appendix A ‐ Borehole layout plans RGEN136 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:89: HISTORIC BOREHOLES [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:4: Works Works undertaken have comprised desk study, trial pitting, advancement of boreholes, Cone [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:10:All three investigation phases included trial pitting, the advancement of boreholes, installation of monitoring [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|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, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:15:boreholes. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:16:Glaciolacustrine Deposits were identified in a limited number of boreholes and generally comprised laminated [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:16:The Penarth Group and Mercia Mudstone Group were identified in one location only (borehole S2-BHA04). The [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:17:and was proven to a depth of 3.7 to 4.2m bgl in the two boreholes advanced off-Site, with the depth to base of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:19:(AEG 2021), which monitored the pore water pressure at different elevations and depths in the borehole. The [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:38:present. The exception to this was in relation to borehole MS\TP10 and S1-TPH07, where a sheen or oil [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:62: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:65: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:65: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:65: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:66: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:66: S2-TPA48 BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:66: S2-TPA49 BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:67: S2-TPA96 MS\BH10 MS\BH12 BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:67: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:67: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix3 - Lackenby Logs.pdf|R-2021-1048-FFM-Appendix3 - Lackenby Logs.pdf]]:1:3. TRIAL PIT AND BOREHOLE LOGS, L ACKENBY [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:5:3. METHODOLOGY FOR SHELL AND AUGER BOREHOLES 11 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:7: • Advancing 39No. boreholes to a maximum of 10m at pre-determined locations [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:10:• The position of trial pits and boreholes will be agreed with site representatives [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:10:• Where a borehole is incomplete, the rig will be left in a safe condition, fenced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:17:3. METHODOLOGY FOR SHELL AND AUGER BOREHOLES [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:17: Boreholes will be drilled at positions agreed with the Enviros site representative in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:17: • The rig will be towed to the site of the borehole, made stable by its stabilising [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:17: • The borehole will be drilled to the required depth using techniques appropriate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:18: proposed to pre-excavate and backfill cleared borehole locations using a [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:18:• Upon completion, an installation will be made in the boreholes in accordance [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:18:The ground conditions encountered in the boreholes are to be logged in accordance [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:19: Generic Risk Assessment for boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:19:services explosion/fire identified. If present in the vicinity of the borehole all [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:20: Generic Risk Assessment for boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:24: • Each borehole will be purged by removing three well volumes or until the pH [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:27: 19 Borehole drilling, Redcar 10 days [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:27: 24 Borehole drilling, Lackenby 4.5 days [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Appendix1.pdf|R-2021-1048-FFM-Appendix1.pdf]]:27: 28 Borehole drilling, Cleveland 10 days [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:4:4.1.2 Borehole Records .............................................................................................................................11 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:8: British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:4.1.2 Borehole Records [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:Table 5 – BGS Borehole Archive [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:Full details of the geology encountered and additional borehole records can be found at the link included in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|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) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:21: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:21: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:34: Title: Land West of Warrenby - Historic Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:34:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:34: Borehole [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:34: Warrenby Hist Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:42:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:42:113 16.1 BGS Boreholes 4 0 14 - - [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149: 16 Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149:Features are displayed on the Boreholes map on page 113 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:320: BH Borehole RNAS Royal Naval Air Service [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:322: Boreholes       [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:324: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:325: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:325: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:329: • The Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:329: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:334: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:335: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:18:the advice of the ordnance engineer, the borehole was terminated at this depth. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:27:1 Good practice for decommissioning redundant boreholes and wells, Environment Agency, October [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:28:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:28:There are existing borehole installations across the Site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:28:assessment indicates a Medium risk from UXO for borehole and excavation activities. In addition, and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:6:area designated as SSI1 (areas A to I), supplemented by 7no. cable percussion boreholes in July 2017 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:8:rotary cored boreholes, at the locations shown on the Exploratory Hole Location Plan. The [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:8:boreholes; BH21 and BH23 to BH28 were drilled, logged and sampled by Allied Exploration and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:8: SSI1 Area Reference Trial Pits (No.) Boreholes (No.) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:8:The trial pit and borehole logs are provided as part of this report, and show that typically the trial pit [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:8:excavations were less than 5m deep. Boreholes were extended to depths of between 15.5m and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:8:40.3mbgl. Trial pit excavations were ceased upon water ingress or hard digging, whilst boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:4no. cable percussive boreholes. Except for BH24; each of the boreholes was sunk through a [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:the trial pits and 9no. samples from the boreholes were tested for a wide range of contaminants, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:waste material. The base of the Made Ground was proven within each of the boreholes, with the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:boreholes; occurring within Made Ground and underlying superficial deposits. The superficial [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:2no. cable percussive boreholes, and 1no. cable percussive borehole with rotary cored follow on. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:Each of the boreholes was sunk through a previously excavated trial pit to minimise the risk of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:encountering obstructions. 39no. samples from the trial pits and 5no. samples from the boreholes, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:the boreholes, with the deposits found to be between 4m (BH26) and 6.3m (BH21) thick. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:Groundwater strikes were also encountered within each of the boreholes; occurring within both [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:18:silt and sand partings. Within two of the three boreholes (BH21 and BH26) soft and firm to firm [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|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 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:28:limited to BH28, the highest concentrations are typically noted in that borehole. Exceedances of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:28:exceedances are often only associated with a single result, and are not limited to a single borehole. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:34:Gas monitoring was undertaken in standpipes which were installed in boreholes BH21, and BH23 to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:34:BH28. Single installations had been fitted to boreholes BH21, 24, 26 and 27, and dual installations [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:34:fitted to boreholes BH23, 25 and 28, Monitoring was undertaken on four occasions, between [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:34:undertaken for boreholes BH21 and 23, and for all four rounds of monitoring in BH24. On the fourth [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:34:Boreholes BH26, BH27, BH28 (shallow installation) and BH25 (deeper installation) generally reported [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:35: Borehole Depth of Date Methane % v/v [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:35:boreholes BH21, BH27 and the deeper installation within BH25, with slightly higher peak [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:36:installation in borehole BH23, and of up to 0.8% within the deeper installation; with concentrations [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:36: Borehole Depth of Date Carbon dioxide % v/v [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:37:of monitoring for boreholes BH21 and BH23, and the deeper installation of BH25. Elsewhere [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:37:installation fitted to borehole BH25 on 15 September 2017. As with the methane monitoring from [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:37: Borehole Flow rate Methane Carbon Dioxide Max Max [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:39:granular Made Ground; due to the nature of the material and cobble and boulder content, boreholes [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:40:it as a slightly clayey slightly gravelly sandy silt. On review of the borehole log, the deposit is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:46:natural sand deposits within some of the boreholes sunk in areas C and D. They are often described [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:53:Based on boreholes information with areas C and D, the base of the Made Ground decreases in [[this>Teesworks/Planning/R-2021-0878-ESM/R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf|R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf]]:1:i Before site remediation or development commences, archaeological evaluation of relevant borehole and test pit [[this>Teesworks/Planning/R-2021-0878-ESM/R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf|R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf]]:1:monitoring of deep excavations and piling in any areas indicated by the evaluation of borehole and test pit data to [[this>Teesworks/Planning/R-2021-0878-ESM/R-2021-0878-ESM-Officer Report 0878.pdf|R-2021-0878-ESM-Officer Report 0878.pdf]]:3:evaluation of relevant borehole and test pit data; ii During remediation [[this>Teesworks/Planning/R-2021-0878-ESM/R-2021-0878-ESM-Officer Report 0878.pdf|R-2021-0878-ESM-Officer Report 0878.pdf]]:4:evaluation of borehole and test pit data to be of potential archaeological [[this>Teesworks/Planning/R-2021-0269-CD/R-2021-0269-CD-Decision Notice.pdf|R-2021-0269-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0269-CD/R-2021-0269-CD-Decision Notice.pdf|R-2021-0269-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000008_App_D-2.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000008_App_D-2.pdf]]:1:* Distance from origin presents the relative positions of the boreholes and trial pits and is different to scheme chainages. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:11:advancement of 10no. boreholes to a maximum depth of 20.8m below ground level (bgl) and the installation [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:11:Deposits were found to be continuous across the site, however in every borehole that was progressed to [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:15: Mudstone was encountered in boreholes drilled in the northern part of [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000007_App_D-1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000007_App_D-1.pdf]]:1: BOREHOLE ROAD CORE [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf]]:27: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf]]:27: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part11.pdf]]:27: BOREHOLE [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:11: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:17:contaminants. The boreholes screen subsurface geology as shown in the table below. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:17: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:18: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:33: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:34: Borehole Records 2 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:35:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:37:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:The Borehole Records are presented as Field Data Enclosure 2. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:identification, information is provided in the relevant Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:depth on the Borehole Records. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:41:on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:44:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:45:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:45: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:48:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:56:Borehole Records [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:57:Borehole Summary Table [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:58: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:59: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:60: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:62: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:63: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:64: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:65: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:69: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:70: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:71: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:72: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:73: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:74: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:75: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:76: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:80: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:84: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:85: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:14:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:15:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:15: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:17:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:18:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000009_App_D-3.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000009_App_D-3.pdf]]:1: * Distance from origin presents the relative positions of the boreholes and trial pits and is different to scheme chainages. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:3: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:4: Borehole Records 2 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:5:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:7:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:8:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:8:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:8:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:8:The Borehole Records and a summery table of any relevant remarks are presented as Field Data Enclosure [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:9:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:9:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:9:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:9:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:identification, information is provided in the relevant Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:depth on the Borehole Records. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:10:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:11:on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:14:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:15:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:15: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:17:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:17:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:17:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:17:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:18:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:23: BOREHOLE [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:24: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:25: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:26:Borehole Records [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:27:Borehole Summary Table [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:27:Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:28: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:29: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:30: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:31: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:31: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:32: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:33: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:34: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:35: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:39: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:40: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:41: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:42: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:43: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:44: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:45: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:46: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:50: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:54: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:55: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:6:Draft Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:9:  10no. boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 10m and [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:9: 20m, or refusal on bedrock, 4no. of these boreholes were advanced 5m into the underlying bedrock. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:9: Boreholes were advanced through previously excavated trial pits; [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:14:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:16:across the site. The full geology encountered is provided in draft on the AEG trial pit and borehole logs within [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:16:Appendix C and will be presented in the AEG factual report when available, a draft borehole and trial pit [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:16: Encountered in 41 trial pits and 1 boreholes. Generally comprised soft [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:16: boreholes. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:17: with no Glaciolacustrine Deposits present and in all 9 boreholes which [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:17: Aquifer) three boreholes. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:18:and 7.1m (Prairie_AUK_BH101) of Glacial Till in all boreholes. Sand or gravel rich lenses were identified within [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:19:Mercia Mudstone was identified (borehole Prairie_AUK_BH102 refused in Made Ground), recovered as a weak [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:33: Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:49:from trial pits and a ‘pond’ and analysed for a range of contaminants. The boreholes screen subsurface geology [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:49: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:77:Draft Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:462: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:463: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:464: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:465: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:465: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:466: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:467: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:468: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:469: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:473: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:474: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:475: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:476: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:477: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:478: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:479: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:480: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:484: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:488: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:489: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:18: 10 No. boreholes to 6.80m and 18.40m bgl, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:18: 4 No. boreholes to 9.50m and 20.80m bgl, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:43:triaxial tests were undertaken on Glaciolacustrine Deposits samples in borehole PRAIRIE_AUK_BH101 which [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:52:was encountered at 8.7m bgl (1.5m AOD) and 14.4m bgl (-6.6m AOD) based on the nearby deeper boreholes [[this>Teesworks/Planning/R-2021-0067-CD/R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf|R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf]]:25: o not within 50m of a spring, well or borehole; [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:9:Borehole log SBA_AUK_BH108 [[Arcadis 2021a]] indicate a substantial thickness (5.7m) of Made [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:12:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:21:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:21:There are existing borehole installations across the site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:10:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:14: Made Ground Light grey to dark grey slag 3.3 – 10.2 1.0 – 9.0m bgl (2.2 to - Not present in Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:14: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- Not present in Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:14: CLAY Undifferentiated Boreholes AS8 and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:26: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:26: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:26:  11 boreholes to up to 10m. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:27: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:27: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:27: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:28: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:28: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:28: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:30: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:30: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:30: Mudstone proven Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:30: black 12m BGS borehole Aquifer narrow band [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:30: sandstones Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:30: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:30: subordinate not proven Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:39: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 borehole). [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:42: 2011  13 cable percussion boreholes to up to 10.2m depth; [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:42:  15 window sample boreholes; [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:42: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:43: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:44: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:46: A number of borehole records are available on the BGS GeoIndex web portal, which have been reviewed for the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:46: The findings of these boreholes generally concur with the published mapping and are summarised below: [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:46: Borehole 26/R [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:46: strine to stiff brown silty Strata in some boreholes. Thin layer [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:46: partings of sand. in Borehole 26/O. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:46: many boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:46: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven in Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:58: Appendix D. Several borehole records are available on the BGS GeoIndex web portal, which have been reviewed [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:58: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:58: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:59: Deposits deposits of BGS borehole Undifferentiated south east of River [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:59: sand layers BGS borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:59: lacustrine clayey BGS borehole Strata [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:77: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:77: in one borehole location. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:78: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:78: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:78: boreholes were proposed on the remainder of the site. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:78: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:78: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:79: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:130:Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:131:The initial scope for the investigation included the use of cable percussion boreholes to confirm the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:131: Phase 1- six no cable percussion boreholes to maximum depth of 17.00m (note 5 of 6 boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:133:collected as part of the site investigation works by AEG. (Borehole logs 4154a SLEMS Investigation [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:133:Final Borehole logs). [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:135:The following borehole records have also been identified for the site: [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:135: Borehole NZ52SW315 Silty sand (TFD) to 4.6m Surface level 3.3m AOD [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:135: Borehole Slag fill to 0.9m [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:139:cobbles and boulders, the majority of the boreholes had to be terminated before confirming the full [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:139:from the cable percussion boreholes was limited and the boreholes may overestimate the quantity of [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:139:investigation across the site, further detail is provided on the trial pit and borehole logs Appendix D. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:140:Natural deposits were identified in one borehole (BH08) and three trial pits during phase 1 of the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:140:trial pitting. The borehole data has been omitted due to the possibility of oversize material being “driven” [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:142:of the basal slag layer varies from approximately -1.9m AOD (AEG borehole BH08) to +4.8m AOD [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:142:site. The borehole information also suggests that the thickness of the basal slag layer varies. It has [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:142:borehole information and topographic elevation of the area outside of the SLEMS mound. . [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:154: -T22 D-B Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:185:Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:186: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:186: Borehole terminated at 3.10m BGL - unable to progress due to tools [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:187: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:187: Borehole terminated at 3.00m BGL - unable to progress. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:188: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:188: Borehole terminated at 4.10m BGL - unable to progress. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:189: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:189: Borehole terminated at 7.40m BGL - unable to progress. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:190: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:191: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:192: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:192: 17.00 ES60 Borehole complete at 17.00m BGL. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:193: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:194: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:194: Borehole terminated at 8.50m BGL - due to very slow progress. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:272: CLE3/8 Landfill Boreholes, [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:273:LANDFILL BOREHOLES [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:275:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:276:3.1 Borehole Formation .............................................................................................................................. 5 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:277:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:277:Site Layout and Borehole Location Plan [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:278:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:278:The scope for this investigation was developed after reviewing the original borehole logs and monitoring [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:278:well installation details from J.B. Site Investigations (boreholes BHD and BHF, 2003) and Hymas [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:278:GeoEnvironmental Ltd. (borehole BH4R, 2001). The details of these boreholes and the monitoring wells [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:278: Drilling of 3no. boreholes using Cable-Percussive drilling techniques; and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:279:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:280:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:280:The area identified for the replacement boreholes is located in the south-western part of the larger [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:280:original positions of the boreholes are presented below, and the positions of the newly installed [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:280:replacement boreholes are presented as Figure 2. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:281:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:282:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:282:3.1 Borehole Formation [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:282: Three boreholes (BH4R, BHD and BHF) were progressed by AEG via cable percussive sampling [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:282:the replacement borehole was scoped to be progressed to 10m bgl or until Glacial Till was proven. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:282:However, during the progression of the replacement borehole the slag material was observed to be [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:282:between 8.5 and 9.0m bgl (Glaciolacustrine Deposits); as such, the borehole was terminated shallower [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:282:borehole was terminated at this depth. The monitoring well installed was as per the original depth [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:282:200mm diameter casing and tools. Boreholes were logged in accordance with BS5930:2015 by a [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:282:wells are provided on the relevant borehole logs within Appendix B. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:283:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:283:within boreholes BH4R at 19m bgl and 7m bgl in BHD upon completion. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:284:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:285: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:286:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:286:Site Layout and Borehole Location Plan [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:288:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:289:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:290:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:291: BOREHOLE RECORD PRELIM1 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:292: BOREHOLE RECORD PRELIM1 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:293: BOREHOLE RECORD PRELIM1 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:293: Borehole complete at 20.00m BGL. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:294: BOREHOLE RECORD PRELIM1 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:295: BOREHOLE RECORD PRELIM1 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:295: Borehole complete at 9.00m BGL [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:296: BOREHOLE RECORD PRELIM1 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:297: BOREHOLE RECORD PRELIM1 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:297: Borehole complete at 11.00m BGL. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:298:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:317:The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:318:Plate 01 – Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:319:borehole progression. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:328:Figure 3 .............................................................................. Historical Boreholes and Trial Pits Location Plan [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:335: Historical boreholes within or adjacent to the site 1973 – Tees Crossing [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:337: on boreholes drilled by [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:338: location of Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:346: Misc. Logs – 1958 to 1966 Cementation & Co Limited Borehole logs from ground BGS logs [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:346: Tees. Borehole sunk off‐ co‐ordinates have been [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:346: “South Tees Industrial Area Allied Exploration and Borehole logs and 1999 investigation [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:356: Borehole reference Strike Rise Geology [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:356: Borehole depth Water depth mbgl [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:356: BGS boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:357: Borehole reference Strike Rise Geology [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:357: Borehole depth Water depth mbgl [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:358: Borehole reference Strike Rise Geology [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:358: Borehole depth Water depth mbgl [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:359:Due to the arrangement and variation in boreholes across the site the 2004 interpretative report [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:378:Fresh water was pumped down boreholes into the salt bed, dissolving it. The resulting brine was then [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:394:with coal tar, a by‐product of Coke Manufacturing. The borehole is located northwest and downstream [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:400:guideline values are attributed to a single borehole located adjacent to the northeast of the Fuel Oil [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:400:within exploratory hole DAB1 at a depth of 7mbgl. The boreholes are located within the footprint of a [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:400:Lead are also recorded within the Made Ground of Area D. These are associated with a single borehole, [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:423: Railway Sidings 3No. Rotary corded boreholes within former Concrete Works, associated sidings and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:423: geotechnical testing. Boreholes to determine the thickness of the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:423: within boreholes Installations to monitor and sample [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:423: 3No. Rotary corded boreholes within railway sidings [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:423: Samples of geo‐environmental and Boreholes to determine the thickness of the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:423: within boreholes groundwater and establish whether potential [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: Galvanising Works 3No. Rotary cored boreholes within cable electric sub‐station and stockpiles associated [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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, [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: within boreholes chimneys and stockpile area and for [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: docklands and railway 3No. Rotary cored boreholes within cable Made Ground and allow for geo‐environmental [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: within boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: Travelling Cranes and 15No. Rotary cored boreholes with cable embankments and former sidings, particularly [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: within boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: Boreholes to determine thickness of Made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: 3No. Rotary cored boreholes with cable reservoir area and ‘jallop’ storage area. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: geotechnical testing. Boreholes to determine thickness of Made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:424: within boreholes superficials. Gas monitoring and groundwater [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:425: Slag Brick Works 10No. Rotary cored boreholes with cable Cleveland Salt Works. Storage tank areas to be [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:425: within boreholes investigation. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:425: Boreholes to determine thickness of Made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:425: Processing Plant 4No. Rotary cored boreholes with cable Plant and Ore Processing Plants and the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:425: Stocking Areas 6No. Rotary cored boreholes with cable sidings associated with the stocking areas. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:425: Samples of geo‐environmental and Boreholes to prove the thickness of Made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:425: 5No. rotary cored boreholes with cable and stockpile area to the south. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:426: Boreholes to determine thickness of Made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:426: (Ferro‐Manganese 8No. rotary cored boreholes with cable former Bessemer Works and Pig Casting [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:426: Boreholes to prove the thickness of Made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:426: 3No. rotary cored boreholes with cable [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:426: Samples of geo‐environmental and Boreholes to prove the thickness of Made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:426: intervals Boreholes to prove the thickness of Made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:426: O Fuel Oil Storage 5No. rotary cored boreholes with cable Rotary coring required to enable boreholes to [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:426: P Area of Tarmac Group 100No. machine excavated trial pits to Some of the cable percussive boreholes could [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:427: 15No. rotary cored boreholes with cable excavated and broken up and therefore rotary [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:477: HISTORIC BOREHOLES [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:489:3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. 8 trial pits TP1T1 to [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:489:1T8 and 3 boreholes BH12B1 to BH12B3 were excavated at Area 12, Redcar Coke Ovens [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:490:analysis of the upgradient boreholes, then more intensive monitoring will be undertaken until [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:492:Appendix B1. Boreholes were installed by J.B.Site Investigation, a sub-contractor of Soil [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:492:mechanics, under the supervision of Mr Richard Hardeman. Boreholes 2B2, 2B3, 12B2 and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:492:12B3 were completed in this period. Rotary boreholes using a symmetrix technique were [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:492:monitoring standpipes, as detailed in the borehole logs given in Appendix B2. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:492:boreholes had to be installed using a Sonic Drilling Technique. BH2B1 and BH12B1 were [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:492:Made Ground. This led to the abandonment of two boreholes, and a new sonic drilling [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:492:technique was used to excavate the boreholes to the desired depth. This change in drilling [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:492:technique and contractors led to delays in the installation of boreholes, and therefore the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:Trial pits were advanced at all exploratory locations, including the pre-excavation of borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:made ground. Consequently, boreholes will be advanced using rotary drilling techniques that [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:boreholes will be advanced through the trial pits and logged from 4m to a maximum depth of [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:final boreholes had to be installed using a Sonic Drilling Technique. BH2B1 and 12B1 were [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:Trial pit and borehole installation methodologies are reproduced in Appendix C. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:where necessary, by the use of bentonite seals in boreholes. Where contamination is [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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- [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:494:equipment. The determination of successful borehole development shall be either when the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:494:and pH stabilise, or if the borehole has purged dry prior to stabilisation. One sample per [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:494:The findings are discussed in Section 2.4 below and all physical ground results (borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:494:The SPMP for Cleveland Works proposed two trial pits (2T1 and 2T2) and one borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:494:has been considered, and it is now proposed to advance three boreholes (2B1 to 2B3) [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:494:through the made ground to a depth of 10m. The boreholes will be positioned to the south [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:494:with the remaining borehole positioned to the west at the down-gradient location between the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:494:tanks and the River Tees. Given that the borehole locations will be pre-excavated to 4m [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:495:along the river bank. The location of the down gradient borehole (BH2B2) has been relocated [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:495:The SPMP for Redcar Works proposed nine trial pits (12T1 and 12T9) and three boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:495:has been considered, and it is now proposed to advance three boreholes (12B1 to 12B3) and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:495:The boreholes will be positioned to provide one to the south of the ammoniacal liquor tanks [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:496:3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. Borehole logs are [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:496: base of the boreholes at 13 metres. The thickness of this silty sand is unknown. This [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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, [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:496:installations were screened within the alluvial deposits as shown on the borehole logs. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:497:Prior to excavation of boreholes, trial pits were excavated within the made ground to a [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:497:8 trial pits TP1T1 to 1T8 and 3 boreholes BH12B1 to BH12B3 were excavated at Area 12, [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:497:Redcar Coke Ovens and By-Products Plant. Borehole logs and trial pit logs are provided [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:497: • Silty sand was encountered below the Made Ground to the base of the boreholes. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:497:8 trial pits were excavated within the area, and the three borehole locations were pre- [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:497:During borehole excavation at 12B1 traces of hydrocarbon contamination within the Made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:499:Infrastructure checklist is provided in Appendix G. Each borehole will have a documented [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:500:increase is not reflected in the analysis of the upgradient boreholes, then more intensive [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:500: • If yes, has a similar increase been seen in the upgradient boreholes to those [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:504: @ BOREHOLES [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:505: @ BOREHOLES [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:506:Appendix B2 Borehole Logs [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:508: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:509: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:510: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:511: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:512: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:513: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:514: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:515: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:516: Appendix B2 Borehole Logs [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:517: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:517: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:518: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:518: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:519: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:519: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:520: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:520: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:521: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:521: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:522: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:522: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:523: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:523: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:524: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:524: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:525: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:525: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:526: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:526: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:527: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:527: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:528: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:528: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:529:Appendix C2 Rotary Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:529:Appendix C3 Sonic Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:536: Appendix C2 Rotary Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:540: Appendix C3 Sonic Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:586:Upgradient Borehole to set control levels to measure deterioration [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:586:Downgradient Boreholes to identify breaches of storage of potentially polluting substances [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:590:1. Is the borehole still accessible for monitoring? [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:590:3. Is the padlock on the borehole cover in place and locked? [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:590: Has the depth to the base of the borehole significantly decreased, possibly [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:600:addition, monitoring instruments will be installed in all boreholes for the future assessment of land [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:600:for installation of boreholes. The site investigation will be awarded to a Corus approved contractor, with all [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:601:boreholes through the made ground and into the underlying drift deposits. It is not considered necessary [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:601:to extend the boreholes to rockhead, which can be at significant depth due to the thickness of made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:601:ground. Previous experience of borehole installation through the dense slag across the works has [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:601:excavated at each borehole location. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:602:Boreholes will provide: [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:602: • a barrier to preferential pathways for migration of pollution by advancing the borehole through [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:602:the ground conditions encountered. During borehole completion, care should be taken to ensure that [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:602:achieved where necessary by the use of bentonite seals in the boreholes. Where contamination is [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:603:successful borehole development shall be either when the pumped water is visually clear and when the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:603:field measurements of electrical conductivity and pH stabilise, or if the borehole has purged dry prior to [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:603:A single letter is used to denote the sampling type e.g. trial pit (T), borehole (B). Numbers were then used [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:604:sample location shall be investigated by advancing a borehole through the made ground to 10m depth. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:605:investigated by advancing boreholes through the made ground to prove the natural clay beneath the site [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:605:collected from each borehole. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:605:Blast Furnace. The sample location shall be investigated by advancing a borehole through the made [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:605:Furnace hydrocyclone drying beds. The sample location shall be investigated by advancing a borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:623:B2 Cable Percussive Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • the setting out of each borehole at the location required by the Contract documentation and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • the identification and avoidance of buried services at each borehole location [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • issuing boring, sampling and testing instructions to the Lead Driller using a Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: borehole progresses, depending on and / or as a result of conditions encountered during [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • carrying out whatever sampling, testing and installation required in the borehole as advised on [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: the Borehole Instruction, under the supervision and guidance of the Logging Geologist where [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • safely transporting and setting the rig up over the borehole location, the safe execution of the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: borehole, and dismantling on completion [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • proper backfilling of the borehole on completion and reinstatement of the borehole site and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • ensuring where practicable that the site adjacent to the borehole is kept tidy, and that [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: shift, or on completion of each borehole, as instructed by the Logging Geologist. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:628: • accurately logging the samples recovered from the borehole. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:629:The borings will be numbered precisely as outlined by the Site Supervisor on the Borehole Instruction. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:630:Sampling, testing and their frequency will be in accordance with Borehole Instructions issued. The [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:630:On completion of boring, the borehole will either be backfilled with arisings, grouted up or a monitoring [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:630:The borehole will be properly reinstated so that no depression is left; a certain amount of mounding may [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:637: 2.6 Summary of Excavations and Boreholes 8 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:639:2. Trial Pit and Borehole Logs, Redcar [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:639:3. Trial Pit and Borehole Logs, Lackenby [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:639:4. Trial Pit and Borehole Logs, Cleveland [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:641: boreholes and the locations of exceedance values. Appendices contain further [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:641: information regarding methodologies, trial pit logs, borehole logs and chemical [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:643: excavators and advancing 42 boreholes using shell and auger (cable percussive) [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:643: completion of the boreholes and installation of ground water monitoring wells. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:643: trial pit (T), borehole, (B) or surface water sampling location (S). Numbers were [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:643: 2.2.5 Where excavations and boreholes have not been possible because of [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:643: 2.2.6 Borehole Drilling [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:643: 2.2.7 A total of 42 boreholes were attempted, of which 37 were installed for [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:644: through Made Ground at the borehole drilling locations. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:644: large cobbles and boulders of slag, almost all boreholes required the preliminary [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:644: ground level) depending on ground conditions. Each borehole was completed with [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:644: one installation. During borehole completion, care was taken to ensure that vertical [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:644: This was achieved by the use of bentonite seals in the boreholes, as detailed in the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:644: washed to minimise cross contamination. After boreholes had been completed they [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:644: 2.3.3 Samples were collected from both the borehole and trial pit locations on [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:645: monitoring well base were measured and recorded, thereafter the boreholes were [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:645: successful borehole development was either when the pumped water was visually [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:645: boreholes and to minimise the loss of volatile contaminants from the water samples. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:646: boreholes and trial pits proposed in the scope. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:646: E nsuring that trial pits and boreholes were completed safely to Corus health and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:647: 2.6 Summary of Excavations and Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:647: Table 1 Excavations and Boreholes Undertak en at Corus Teesside. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:647: Site Area Operations No. Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:647:2 Two boreholes installed, four other attempts abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:647:3 One borehole installed, one abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:648: area based on the trial pit and borehole logs (Appendix 2-4) and a description of [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:652: 3.3.7 Existing monitoring boreholes indicate that the water table ranges from [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:660: h y drocarbon odour at a depth of 5.5m bgl in borehole 12AB2. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:672: material and a strong hydrocarbon odour in borehole 14AB1 below 3.4m bgl. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:673: Borehole 14AB1, 3.4 m bgl showed elevated levels of B TEX compounds [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:673: respectively). This borehole is situated adjacent to a heavy fuel oil tank [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:689: • Advancing three groundwater monitoring boreholes (17AB3, 17BB1, 17CB2) [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:698: Borehole Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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; [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:706: 4.3.7 Existing monitoring boreholes indicate that the water table ranges from [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 . [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 . [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:719: Groundwater Borehole Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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; [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:723: sandstone toward the base of boreholes; [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:735: boreholes. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:740: (cable percussive) rig. Due to the hard ground only two boreholes were [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 . [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:770: Groundwater Borehole Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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; [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:788: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:790: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:792: -T22 D-B Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:794: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:796: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:798: -T22 Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:800: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:802: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:804: B Se SO Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:810: boreholes, with subsequent conversion to groundwater monitoring wells; [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:810: Table 1 Excavations and Boreholes Undertaken at Corus Teesside. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:810: Site Area Operations No. Boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:811:4 Two boreholes installed, four other attempts abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:811:5 One borehole installed, one abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:818: boreholes do not conform to this flow pattern and possibly indicate localised flow [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:822: the borehole distribution is variable across such a large area it is not possible to [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:827: within several monitoring boreholes on the Redcar site. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:835: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:837: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:841: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:843: Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:847: -T22 Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:849: B Se SO Borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:863:use greases and solvent s and BTEX at 14AB1. HFO tank adjacent to borehole 14AB1. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:887: Marine Alluvium [[Mild]] d e t e c t e d in soils . No boreholes in this area. Estuarine alluvium and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:887: and Hartlepool permeable strata [[Medium]] d e t e c t e d in soils . No boreholes in this area. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:888: receptors (Tees drainage or sensitive SSSI No boreholes in this area. Possible migration toward River Tees [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:888: (i.e. land which drainage or adjacent land values No boreholes in this area. Possible migration toward River Tees [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:891:Figure 7 : Borehole Locations and Groundwater Contours, Cleveland [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:892: comprising 264 trial pit excavations and 42 boreholes. potential risks across the landholding to be low. The following [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:893:the borehole distribution is variable across such a large area from the By Products Plant via the shallow aquifer towards [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:894: preparation area excavations and boreholes undertaken during the current [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:894: Sinter plant Table 1: Excavations and Boreholes undertaken at Corus material is consistently up to 4m in thickness across all [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:894:designated as waste disposal sites in the 1970s and in 1999 2 Two boreholes installed, four other attempts abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:894:Power Station B was decommissioned and demolished. 3 One borehole installed, one abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:895:levels in two boreholes do not conform to this flow pattern and Corus adjacent land to be retained [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:895:Figure 5 : Borehole Locations and Groundwater Contours, Lackenby [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:3: Boreholes, CQA Validation Report, prepared by Arcadis for South Tees Site Company Ltd., [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:8: 3 The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes, CQA [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:19: Advancement of 6 boreholes to depths of [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:20: 123 trial pits to up to 3.5m and 11 boreholes to [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:20: Modified TS4 (Partial – 3 Boreholes in Fuel Oil Storage Area and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:20: Drilling of 3 no. boreholes using Cable-Percussive [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:20: 6 no cable percussion boreholes to maximum [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:20: depth of 17.00m (note 5 of 6 boreholes [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:21: borehole locations. Deposits typically range between 1m and 7.8m thick, although deposits in [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:45: 7 The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes, CQA [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf]]:32: abstraction boreholes that are used for public water supply (see below), to help monitor the risk [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf]]:32: activities of potential polluters near public water supply boreholes. The site does not lie within a [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf|R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf]]:7:4.2 Foundation and Borehole Constraints [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf|R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf]]:7: Those proposing boreholes should have regard to the extent of the Safeguard Zone and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf|R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf]]:7: of the foundation/borehole will be required before acceptance is given. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf|R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf]]:1:layer is 2 to 7.5 metres thick (H4.30). Borehole data from what are central areas of the site may [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf|R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf]]:3:(c) Site investigation information (especially borehole data and cores) should be archaeologically [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf|R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf]]:3: - Before site remediation or development commences, archaeological evaluation of relevant borehole [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf|R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf]]:3: borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Decision Notice.pdf|R-2020-0357-OOM-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Decision Notice.pdf|R-2020-0357-OOM-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf]]:22: Replacement CLE3/8 Landfill Boreholes, CQA [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:26:evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:26:indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:73:Landfill Boreholes, CQA Validation Report, prepared by Arcadis for South [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:114: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Officer report.pdf|R-2020-0357-OOM-Officer report.pdf]]:114: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:130: glaciolacustrine deposits of clay and silt. Borehole records from the BGS online mapping [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:130: of the iron and steel making industry along the Tees corridor. The nearest borehole [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:132: abstraction boreholes that are used for public water supply (see below), to help monitor [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:132: boreholes. The site does not lie within a defined SPZ, nor is within 5 km of one. [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:168: • Online map resource for geology and borehole information provided by the British [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf|R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf]]:171: The topographic information from boreholes suggest that the northern boundary of the [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:4:Appendix 5: Table of Borehole Logs from British Geological Survey (see [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:4:Appendix 6: Table of Entec 2011 Borehole Summaries [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:5:Figure 4: Borehole locations [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:7: boreholes that South Tees Development Corporation is proposing to better [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:8:onwards (Figures 5 - 9). Borehole logs for the surrounding area indicate at least 1 [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:10:The topographic information from boreholes suggest that the northern boundary of [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:17: boreholes that South Tees Development Corporation is proposing to better [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:19: - Online map resource for Geology and borehole information provided by the [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:24:Appendix 5: Table of Borehole Logs from British Geological Survey (see [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:24: Borehole Colour Deposit Meters [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:25: Borehole Colour Deposit Meters [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:25:https://www.bgs.ac.uk/data/boreholescans/home.html [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:26:Appendix 6: Table of Entec 2011 Borehole Summaries [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:26: Borehole Surface level Depth to Silt Depth to Depth to clay Depth to [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf|R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf]]:33:Figure 4: Borehole Locations [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:4:c) There should be archaeological analysis of the sequence of trial trenches and boreholes that South Tees [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:4:borehole data, together with an initial survey (drawn and photographed) of all upstanding [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:4:remains of high significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:5: - Before remediation or development commences, archaeological evaluation of borehole and trenching [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf|R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf]]:5: strip, map and sample of remains of high significance suggested by the borehole/trenching data, or [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:18:and boreholes that South Tees Development Corporation is proposing to [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:19:archaeological evaluation of trenching and borehole data, together with an [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:19:by the borehole/trenching data, or observed during the initial survey, to be the [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:19: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:19: significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:79: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-officer report.pdf|R-2019-0767-OOM-officer report.pdf]]:79: remains of high significance suggested by the borehole/trenching [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf|R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf|R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf]]:3: remains of high significance suggested by the borehole/trenching data, [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf|R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf]]:5: investigation and borehole log data; [[this>Teesworks/Planning/R-2021-0831-CD/R-2021-0831-CD-DECISION NOTICE 0357.pdf|R-2021-0831-CD-DECISION NOTICE 0357.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0831-CD/R-2021-0831-CD-DECISION NOTICE 0357.pdf|R-2021-0831-CD-DECISION NOTICE 0357.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:10:Deposits and Glacial Till based on data from historic boreholes in the vicinity of the MPA. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:50:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:51:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:51: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:53:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:53:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:53:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:53:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:54:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:10:Deposits and Glacial Till based on data from historic boreholes in the vicinity of the MPA. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:50:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:51:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:51: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:53:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:53:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:53:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:53:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:54:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:9:Glaciolacustrine Deposits and Glacial Till based on data from historic boreholes in the vicinity of the [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:14:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:27:7.3.4.5 Boreholes [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:27:There are borehole installations planned on the Metal Recovery Area site. Where possible boreholes [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:27:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:9: • 9no. boreholes drilled by a sonic rig, to a target depth of 20-25m bgl, or until rockhead was [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:10:Deposits and Glacial Till based on data from historic boreholes in the vicinity of the MPA. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:11:across the site. The full geology encountered is provided on the draft borehole logs within Appendix C. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:11: Encountered in all 9 boreholes. Generally comprised soft silty sand or [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:12: Glaciolacustrine Glaciolacustrine Deposits were recorded in 5 boreholes below the [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:12: Glacial Till was identified in all 9 boreholes below the Glaciolacustrine [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:12:the Made Ground was proven in all 9 boreholes, however greater thickness of made ground material may exist [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:13: Borehole Aquifer [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:14: Borehole Aquifer [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:15: Borehole Aquifer [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:22:Methane levels within the boreholes were recorded to be <0.1% in all monitoring wells. Carbon dioxide levels [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:22:within the boreholes were recorded between <0.1% and 0.3%, with the highest concentration being recorded [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:31: Borehole Aquifer [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf|R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf]]:9:Site investigations including boreholes and trenches have identified that drainage infiltration [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf|R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf|R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf]]:3: remains of high significance suggested by the borehole/trenching data, [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:13:* Thickness of Made Ground and superficial deposits based on borehole logs obtained from historical ground [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:13:** Based on tentative identification of River Terrace Deposits from descriptions in historical borehole logs1. [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:27: 4251) Two boreholes (cable percussive) to [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:28: Borehole Aquifer [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|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 [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:33: also be the case in the site. Permeability testing was undertaken in off-site boreholes within the [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:34: off-site borehole adjacent to the western boundary of the site: [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:45: Grangetown Prairie ’STDC boundary’ which identified a Medium UXO risk for borehole and excavation [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:50: The ROA and Strategy notes that the site is medium UXO risk for borehole and excavation [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:55: < Borehole [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:55: ! Borehole [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf|R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf]]:10: A combined summary of the borehole records from these investigations is shown in Table 3.1. [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf|R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf]]:10: Trial pits and borehole records from a previous Phase II site investigation at the adjacent site [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:21: 5 boreholes (groundwater monitoring) and 12 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:21: Arcadis (UK) Ltd Drilling of 4 no. boreholes using Cable-Percussive [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:23: only observed in a limited number of boreholes. The maximum depth of this layer of Glacial Till [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:23: only recorded in boreholes. Where identified, the Glaciolacustrine Deposits were generally [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:23:G4.29 Glacial Till was found below the Glaciolacustrine Deposits in boreholes described as a firm to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:23: and was noted to sandwich a layer of Glaciolacustrine deposits in some boreholes. Boulders [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:23: were identified within the base of the Glacial Till in one of the boreholes (S3-BHB01). [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:23: grey limestone gravel, but this was from one borehole. Likewise, the Merica Mudstone was only [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:23: recorded in one borehole to a depth of 37.2m bgl and was described as a weak to extremely weak [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:28:G4.69 Limited gas monitoring was undertaken in four boreholes across the site. Concentrations of [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF]]:28: human health receptors from the accumulation of ground gases. Gas flow from all boreholes was [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:8: 2.6 Summary of Excavations and Boreholes 8 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:10:2. Trial Pit and Borehole Logs, Redcar [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:10:3. Trial Pit and Borehole Logs, Lackenby [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:10:4. Trial Pit and Borehole Logs, Cleveland [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:12: boreholes and the locations of exceedance values. Appendices contain further [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:12: information regarding methodologies, trial pit logs, borehole logs and chemical [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:14: excavators and advancing 42 boreholes using shell and auger (cable percussive) [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:14: completion of the boreholes and installation of ground water monitoring wells. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:14: trial pit (T), borehole, (B) or surface water sampling location (S). Numbers were [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:14: 2.2.5 Where excavations and boreholes have not been possible because of [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:14: 2.2.6 Borehole Drilling [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:14: 2.2.7 A total of 42 boreholes were attempted, of which 37 were installed for [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:15: through Made Ground at the borehole drilling locations. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:15: large cobbles and boulders of slag, almost all boreholes required the preliminary [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:15: ground level) depending on ground conditions. Each borehole was completed with [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:15: one installation. During borehole completion, care was taken to ensure that vertical [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:15: This was achieved by the use of bentonite seals in the boreholes, as detailed in the [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:15: washed to minimise cross contamination. After boreholes had been completed they [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:15: 2.3.3 Samples were collected from both the borehole and trial pit locations on [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:16: monitoring well base were measured and recorded, thereafter the boreholes were [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:16: successful borehole development was either when the pumped water was visually [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:16: boreholes and to minimise the loss of volatile contaminants from the water samples. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:17: boreholes and trial pits proposed in the scope. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:17: E nsuring that trial pits and boreholes were completed safely to Corus health and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:18: 2.6 Summary of Excavations and Boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:18: Table 1 Excavations and Boreholes Undertak en at Corus Teesside. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:18: Site Area Operations No. Boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:18:2 Two boreholes installed, four other attempts abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:18:3 One borehole installed, one abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:19: area based on the trial pit and borehole logs (Appendix 2-4) and a description of [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:23: 3.3.7 Existing monitoring boreholes indicate that the water table ranges from [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:31: h y drocarbon odour at a depth of 5.5m bgl in borehole 12AB2. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:43: material and a strong hydrocarbon odour in borehole 14AB1 below 3.4m bgl. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:44: Borehole 14AB1, 3.4 m bgl showed elevated levels of B TEX compounds [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:44: respectively). This borehole is situated adjacent to a heavy fuel oil tank [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:60: • Advancing three groundwater monitoring boreholes (17AB3, 17BB1, 17CB2) [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:69: Borehole Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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; [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:77: 4.3.7 Existing monitoring boreholes indicate that the water table ranges from [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 . [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 . [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:90: Groundwater Borehole Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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; [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:94: sandstone toward the base of boreholes; [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:106: boreholes. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:111: (cable percussive) rig. Due to the hard ground only two boreholes were [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 . [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:141: Groundwater Borehole Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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; [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:159: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:161: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:163: -T22 D-B Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:165: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:167: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:169: -T22 Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:171: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:173: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:175: B Se SO Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:182: boreholes, with subsequent conversion to groundwater monitoring wells; [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:182: Table 1 Excavations and Boreholes Undertaken at Corus Teesside. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:182: Site Area Operations No. Boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:183:4 Two boreholes installed, four other attempts abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:183:5 One borehole installed, one abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:190: boreholes do not conform to this flow pattern and possibly indicate localised flow [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:194: the borehole distribution is variable across such a large area it is not possible to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:199: within several monitoring boreholes on the Redcar site. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:207: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:209: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:213: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:215: Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:219: -T22 Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:221: B Se SO Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:235:use greases and solvent s and BTEX at 14AB1. HFO tank adjacent to borehole 14AB1. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:259: Marine Alluvium [[Mild]] d e t e c t e d in soils . No boreholes in this area. Estuarine alluvium and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:259: and Hartlepool permeable strata [[Medium]] d e t e c t e d in soils . No boreholes in this area. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:260: receptors (Tees drainage or sensitive SSSI No boreholes in this area. Possible migration toward River Tees [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:260: (i.e. land which drainage or adjacent land values No boreholes in this area. Possible migration toward River Tees [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:264:Figure 7 : Borehole Locations and Groundwater Contours, Cleveland [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:265: comprising 264 trial pit excavations and 42 boreholes. potential risks across the landholding to be low. The following [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:266:the borehole distribution is variable across such a large area from the By Products Plant via the shallow aquifer towards [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:267: preparation area excavations and boreholes undertaken during the current [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:267: Sinter plant Table 1: Excavations and Boreholes undertaken at Corus material is consistently up to 4m in thickness across all [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:267:designated as waste disposal sites in the 1970s and in 1999 2 Two boreholes installed, four other attempts abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:267:Power Station B was decommissioned and demolished. 3 One borehole installed, one abandoned due to hard ground [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:268:levels in two boreholes do not conform to this flow pattern and Corus adjacent land to be retained [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:268:Figure 5 : Borehole Locations and Groundwater Contours, Lackenby [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:296: 3.4 Exploratory Holes: Boreholes ........................................................................................ 7 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:296: Table 3: Borehole Summary .......................................................................................... 8 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:297: Borehole Records 2 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:299:  Six cable percussion boreholes, one of which was further advanced using rotary openhole/coring [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:301:The depths of all boreholes and trial pits, descriptions of the material encountered, details of any [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:301:information can be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:302:3.4 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:302:Six boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:302:techniques, to depths of between 6.50m (S3-BHA01) and 10.30m BGL (S3-BHB03). One borehole was [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:303:rock core. The Borehole Records are presented as Field Data Enclosure 2 and a summary of the boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:303: Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:303:Table 3: Borehole Summary [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:303:was added during advancement of borehole S3-BHB01 in order to facilitate drilling operations. As a [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:303:into the borehole, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:304:beginning and/or end of each drilling shift. The water level is indicated on the applicable Borehole Record as [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:304:All six boreholes were installed with monitoring instrumentation in accordance with the requirements of the [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:304:Consulting Engineer. Details of the installations are shown in Table 4 and on the relevant Borehole Records. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:305:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes and trial pits in [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:305:relevant depth on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:305:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:305:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:306:Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:309:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:310:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:310: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:312:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:312:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:312:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:312:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:313:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:321:Borehole Records [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:322: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:322: Borehole terminated at 6.50m BGL due to refusal. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:323: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:323: Borehole complete at 7.30m BGL. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:324: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:325: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:329: Borehole complete at 37.20m BGL. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:335: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:336: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:337: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:338: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:338: Borehole complete at 10.30m BGL. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:339: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:340: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:340: Borehole complete at 10.00m BGL. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1425:A previous investigation carried out in Area A (comprising two trial pits and one borehole in the west of the site [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1425:In Area B, 12No. trial pits and 5No. boreholes were completed in 2004. Out of 17No. soil samples, 2 exceeded [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1435:S3-BHA01 screens the Made Ground beneath the small carpark in the northwest of the site. Borehole S3- [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1435:summarised in Table 5 below. The number of exceedances of all WQS from all samples in each borehole are [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1435: Figure 8: Number of WQS Exceedances per Borehole Area A [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1436:and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02 screening the superficial deposits [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1436:Borehole S3-BHB01 screens the Made Ground and top of the Glacial Till in rough ground between the railway [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1436:tracks in the far north of the site. Borehole S3-BHB02 screens the Made Ground, upper Glacial Till and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1436:Borehole S3-BHB03 screens shallow Made Ground beneath the former water treatment plant in the southeast [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1436:of the site. Borehole S3-BHB04S screens the shallow Made Ground and a separate standpipe in this borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1436:summarised in Table 6 below. The number of exceedances of all WQS from all samples in each borehole are [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1437: Figure 9: Number of WQS Exceedances per Borehole in Area B [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1442:May 2018 for the two boreholes in Area A and the four boreholes in Area B. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1442: Borehole Flow rate (l/h) <0.1 - [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1442:**all seven boreholes recorded 0.2% CH4 on 02/05/18. This has been discounted as a calibration issue. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1442:Concentrations of carbon dioxide and methane recorded in the boreholes across both site areas were below [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1442:Gas flow from all boreholes was below detection limits, as was concentrations of methane and hydrogen [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1442:sulphide. Methane recorded in all boreholes on 02/05/18 at 0.2 % may be a calibration issue. The highest [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1442:Carbon monoxide was recorded on three occasions in three boreholes. These may be associated with blast [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1442:response zone of the borehole screening the Made Ground and the borehole screening the superficial deposits [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1494:• 5no boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 15m and 20m, [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1494: or refusal on bedrock, and 1no deep borehole to a depth of 37m to investigate the bedrock. Boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1494:• UXO clearance using down-hole magnetometer at each borehole location upon encounter of natural [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1497:Historic borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies much [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1498:across the site. The full geology encountered is provided on the trial pit and borehole logs within the AEG [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1499: Glacial Till (Upper) 1.90 1.90m In all boreholes and numerous trial pits, a thin layer of firm sandy [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1499: Area B Area B boreholes. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1500: Glaciolacustrine Deposits were only recorded in boreholes. Where [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1500: Glacial Till was below the Glaciolacustrine Deposits in boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1500: 10.3 Area some boreholes. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1500: (Undifferentiated) B B in one borehole only. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1500: B B borehole only. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1505: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1506: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1506:Excluding the initial monitoring visit which was conducted within three days of the borehole installation when [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1506:Excluding the initial monitoring visit which was conducted within a week of the borehole installation the variation [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1517: Deposits identified in on-site boreholes overlying the Redcar Mudstone Formation, Penarth Group and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1529: Deposits identified in on-site boreholes overlying the bedrock the potential for vertical migration of [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1563:Groundwater Summary – Reproduced from AEG borehole logs [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1567: etc. buried alongside Made Ground borehole Logs [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1591:The full thickness of superficial deposits was recorded in three boreholes in each of areas A and B. The [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1591:  Glaciolacustrine Deposits Were noted to be present in one location in Area A and all three boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1591: boulders recorded in two boreholes. One of the cable percussion boreholes in Area A was terminated [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1592:In Area A bedrock was encountered in only one borehole at 4.3mAOD and was described as an extremely [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1592:Within Area B in boreholes S3-BHB02, S3-BHB03 and S3-BHB04, bedrock was encountered at – 0.4 to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1592:within the cable percussion boreholes. In S3-BH01 bedrock was found to comprise a weak or extremely weak [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1603:the single cored borehole in Area B which encountered Mercia Mudstone did not record any evidence of [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1609: 1. Further deep boreholes in both Areas A and B in order to provide a better indication of likely depth to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1610:borehole. The made ground was typically thinner than elsewhere within the former SSI Steelworks site and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1667:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1671: Made Ground Light grey to dark grey slag 3.3 – 10.2 1.0 – 9.0m bgl (2.2 to - Not present in Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1671: Tidal Flat Sand Medium dense predominantly 1.2 – 5.6 Tidal Flat- Not present in Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1671: CLAY Undifferentiated Boreholes AS8 and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1683: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1683: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1683:  11 boreholes to up to 10m. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1684: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1684: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1684: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1685: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1685: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1685: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1687: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1687: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1687: Mudstone proven Boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1687: black 12m BGS borehole Aquifer narrow band [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1687: sandstones Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1687: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1687: subordinate not proven Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1696: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 borehole). [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1699: 2011  13 cable percussion boreholes to up to 10.2m depth; [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1699:  15 window sample boreholes; [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1699: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1700: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1701: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1703: A number of borehole records are available on the BGS GeoIndex web portal, which have been reviewed for the [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1703: The findings of these boreholes generally concur with the published mapping and are summarised below: [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1703: Borehole 26/R [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1703: strine to stiff brown silty Strata in some boreholes. Thin layer [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1703: partings of sand. in Borehole 26/O. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1703: many boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1703: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven in Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|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. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1715: Appendix D. Several borehole records are available on the BGS GeoIndex web portal, which have been reviewed [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1715: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1715: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1716: Deposits deposits of BGS borehole Undifferentiated south east of River [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1716: sand layers BGS borehole [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1716: lacustrine clayey BGS borehole Strata [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1734: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1734: in one borehole location. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1735: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1735: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1735: boreholes were proposed on the remainder of the site. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1735: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1735: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1736: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1893:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1893:123 16.1 BGS Boreholes 10 5 30 - - [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:2010: 16 Boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:2010:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:2010:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:2010:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:2010:Features are displayed on the Boreholes map on page 123 [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:2011:21 105m NW 455212 522027 BOREHOLE NO 8 - Y N/A [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf|R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf]]:48: monitoring was undertaken in four boreholes across the site. Concentrations of carbon dioxide [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF]]:30:F4.23 Nine borehole records across the site from Geoindex (from NZ52SE13551/2 in the north, to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF]]:34: abstraction boreholes that are used for public water supply (see below), to help monitor the risk [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF]]:34: public water supply boreholes. The site does not lie within a defined SPZ, nor is within 5 km of [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:9:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25:  11 boreholes to up to 10m. [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:26: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:26: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:26: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:27: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:27: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:27: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:30: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:30: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:31: black 12m BGS borehole Aquifer narrow band [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:41: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 borehole). [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:44: 2011  13 cable percussion boreholes to up to 10.2m depth; [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:44:  15 window sample boreholes; [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:44: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:45: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:46: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: A number of borehole records are available on the BGS GeoIndex web portal, [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: The findings of these boreholes generally concur with the published mapping and [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: Borehole 26/R [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: strine to stiff brown silty Strata in some boreholes. Thin layer [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: partings of sand. in Borehole 26/O. [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: many boreholes [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven in Borehole [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:63: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:63: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:64: Deposits deposits of BGS borehole Undifferentiated south east of River [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:64: sand layers BGS borehole [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:64: lacustrine clayey BGS borehole Strata [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:83: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:83: one borehole location. [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: boreholes were proposed on the remainder of the site. [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:85: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-2383_JSH024_Soil Treatment Area OGL Survey.PDF|R-2021-0432-FFM-2383_JSH024_Soil Treatment Area OGL Survey.PDF]]:1: 10.091 Borehole [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf|R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf]]:28: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf|R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf]]:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf|R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf]]:30: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf|R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf]]:31: SYMBOLSFOR BOREHOLES,TRI ALPI [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-19736928_1.PDF|R-2021-0432-FFM-19736928_1.PDF]]:8:recorded in some boreholes. Glacial Till can comprise a complex and variable sequence of soils which may [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-19736928_1.PDF|R-2021-0432-FFM-19736928_1.PDF]]:27: 10.091 Borehole [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:3: 3.4 Exploratory Holes: Boreholes ........................................................................................ 7 [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:3: Table 3: Borehole Summary .......................................................................................... 8 [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:4: Borehole Records 2 [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:6:  Six cable percussion boreholes, one of which was further advanced using rotary openhole/coring [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:8:The depths of all boreholes and trial pits, descriptions of the material encountered, details of any [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:8:information can be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:9:3.4 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:9:Six boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:9:techniques, to depths of between 6.50m (S3-BHA01) and 10.30m BGL (S3-BHB03). One borehole was [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:10:rock core. The Borehole Records are presented as Field Data Enclosure 2 and a summary of the boreholes [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:10: Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:10:Table 3: Borehole Summary [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:10:was added during advancement of borehole S3-BHB01 in order to facilitate drilling operations. As a [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:10:into the borehole, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|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. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|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 [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|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 [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:11:beginning and/or end of each drilling shift. The water level is indicated on the applicable Borehole Record as [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:11:All six boreholes were installed with monitoring instrumentation in accordance with the requirements of the [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:11:Consulting Engineer. Details of the installations are shown in Table 4 and on the relevant Borehole Records. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:12:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes and trial pits in [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:12:relevant depth on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:12:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:12:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:13:Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:16:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:17:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:17: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:19:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:19:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:19:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:19:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:20:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:28:Borehole Records [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:29: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:29: Borehole terminated at 6.50m BGL due to refusal. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:30: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:30: Borehole complete at 7.30m BGL. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:31: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:32: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:36: Borehole complete at 37.20m BGL. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:42: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:43: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:44: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:45: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:45: Borehole complete at 10.30m BGL. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:46: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:47: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:47: Borehole complete at 10.00m BGL. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf|R-2021-0432-FFM-EA R_2021_0432_FFM 15 July 2021 OFFICIAL .pdf]]:4:source e.g. a stream or from underground strata (via borehole or well) for any particular [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:9:• 5no boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 15m and 20m, [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:9: or refusal on bedrock, and 1no deep borehole to a depth of 37m to investigate the bedrock. Boreholes [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:9:• UXO clearance using down-hole magnetometer at each borehole location upon encounter of natural [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:12:Historic borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies much [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:13:across the site. The full geology encountered is provided on the trial pit and borehole logs within the AEG [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:14: Glacial Till (Upper) 1.90 1.90m In all boreholes and numerous trial pits, a thin layer of firm sandy [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:14: Area B Area B boreholes. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:15: Glaciolacustrine Deposits were only recorded in boreholes. Where [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:15: Glacial Till was below the Glaciolacustrine Deposits in boreholes [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:15: 10.3 Area some boreholes. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:15: (Undifferentiated) B B in one borehole only. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:15: B B borehole only. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:20: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:21:Excluding the initial monitoring visit which was conducted within three days of the borehole installation when [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:21:Excluding the initial monitoring visit which was conducted within a week of the borehole installation the variation [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|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 [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:32: Deposits identified in on-site boreholes overlying the Redcar Mudstone Formation, Penarth Group and [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:44: Deposits identified in on-site boreholes overlying the bedrock the potential for vertical migration of [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|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 [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF|R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF]]:82: etc. buried alongside Made Ground borehole Logs [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:11:Prior to demolition works commencing nearby boreholes shall be sampled and monitored to establish current [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:12:boreholes shall also be monitored and sampled during the demolition works to monitor any effect the works may [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:4:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs ............................................................. 6 [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12:2.4.2 Based on the BGS Historic Borehole index, a map of historic boreholes shows that there are no [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12: records of boreholes on the Application Site, however there are three records within 250 metres of [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12: the site, including two boreholes BGS ref: NZ52NE52 and NZ52NE54. The boreholes appear to [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:13:2.4.3 Made Ground is indicated both by the borehole records and geological and historical mapping to [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:20: • Drilling of a number of shallow and deep boreholes and trial pits across the site targeting [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:25:6. Any borehole data from British Geological Survey sources is included on the basis that: "The British [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:50:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:50:94 16.1 BGS Boreholes 0 3 13 - - [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138: 16 Boreholes [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:Features are displayed on the Boreholes map on page 94 [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf|R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf]]:3:and that the advancement of gas monitoring boreholes and a programme of gas monitoring is required to [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf|R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf]]:3:assess the need for and scope of gas mitigation. It is proposed that a series of nine boreholes are advanced [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf|R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf]]:16:• Advancement of a combination of shallow and deep trial pits and boreholes across the site targeting [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:9:9.3.8 Based on the BGS Historic Borehole index, (a map of historic boreholes) shows that there are no [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:9: records of boreholes on the Application Site, however there are three records within 250 metres, [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:9: including two boreholes at BGS ref: NZ52NE52 and NZ52NE54. The boreholes appear to have [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:10: Table 9.6: Descriptions of Geological Strata – BGS Borehole Logs [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:10:9.3.9 Borehole records and geological and historical mapping indicate that Made Ground is present [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-61586 Covering Letter.pdf|R-2022-0145-CD-61586 Covering Letter.pdf]]:1: - Before development commences, archaeological evaluation of relevant borehole and vibrocore data - [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:3: − Before development commences, archaeological evaluation of relevant borehole and [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:4: a) Evaluation of borehole and vibrocore data [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:4: riverside area, including both potential prehistoric activity that might be evidenced in boreholes [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:5: borehole data will be reviewed by an archaeologist with experience of geoarchaeology. [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf|R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf]]:5:6.4 A deposit model will be constructed using the results of the borehole and test pit data supplied by [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Decision Notice(1).pdf|R-2022-0145-CD-Decision Notice(1).pdf]]:2: borehole and vibrocore data [[this>Teesworks/Planning/R-2022-0145-CD/R-2022-0145-CD-Officer report.pdf|R-2022-0145-CD-Officer report.pdf]]:1: borehole and vibrocore data [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:8:  The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:12:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:16:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:There are existing borehole installations across the South Bank Priority Area site. Where possible [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-ARCHAEOLOGIST.pdf|R-2022-0355-FFM-ARCHAEOLOGIST.pdf]]:4: relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-ARCHAEOLOGIST.pdf|R-2022-0355-FFM-ARCHAEOLOGIST.pdf]]:4: evaluation of borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-ARCHAEOLOGIST.pdf|R-2022-0355-FFM-ARCHAEOLOGIST.pdf]]:6:4.4 In the area of the South Bank boiler works, test pits and boreholes encountered slag and concrete [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:9:Borehole log SBA_AUK_BH108 [[Arcadis 2021a]] indicate a substantial thickness (5.7m) of Made [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:12:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:21:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:21:There are existing borehole installations across the site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF]]:2: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF]]:2: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF]]:2: BOREHOLE [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-Memo Prairies Conditions.PDF|R-2020-0730-CD-Memo Prairies Conditions.PDF]]:1:The recent investigations included trial pits and boreholes across the site and the collections of [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:155:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:156:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:156: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:158:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:158:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:158:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:158:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:159:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:11: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:17:contaminants. The boreholes screen subsurface geology as shown in the table below. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:17: Borehole Aquifer [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:18: Borehole Aquifer [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:33: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:34: Borehole Records 2 [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:35:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:37:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:38:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:38:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:38:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:38:The Borehole Records and a summery table of any relevant remarks are presented as Field Data Enclosure [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:39:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:39:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:39:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:39:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:identification, information is provided in the relevant Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:depth on the Borehole Records. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:41:on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:44:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:45:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:45: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:47:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:47:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:47:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:47:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:48:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:53: BOREHOLE [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:54: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:55: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:56:Borehole Records [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:57:Borehole Summary Table [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:57:Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:58: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:59: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:60: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:61: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:61: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:62: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:63: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:64: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:65: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:69: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:70: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:71: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:72: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:73: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:74: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:75: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:76: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:80: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:84: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:85: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF]]:210: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF]]:210: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF]]:210: BOREHOLE [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:9: • 10no. boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 10m and [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:9: 20m, or refusal on bedrock, 4no. of these boreholes were advanced 5m into the underlying bedrock. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:9: Boreholes were advanced through previously excavated trial pits; [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:14:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:16:across the site. The full geology encountered is provided on the AEG trial pit and borehole logs within Appendix [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:16:C, a borehole and trial pit location plan is provided with the logs. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:16: Encountered in 41 trial pits and 1 boreholes. Generally comprised soft [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:16: boreholes. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:17: with no Glaciolacustrine Deposits present and in all 9 boreholes which [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:17: Aquifer) three boreholes. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:18:and 7.1m (Prairie_AUK_BH101) of Glacial Till in all boreholes. Sand or gravel rich lenses were identified within [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:19:Mercia Mudstone was identified (borehole Prairie_AUK_BH102 refused in Made Ground), recovered as a weak [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:33:• Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:49:from trial pits and a ‘pond’ and analysed for a range of contaminants. The boreholes screen subsurface geology [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:49: Borehole Aquifer [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:10: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:11: Borehole Records 2 [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:12:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:14:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:15:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:15:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:15:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:15:The Borehole Records and a summery table of any relevant remarks are presented as Field Data Enclosure [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:16:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:16:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:16:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:16:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:identification, information is provided in the relevant Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:depth on the Borehole Records. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:18:on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:21:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:22:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:22: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:24:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:24:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:24:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:24:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:25:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:30: BOREHOLE [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:31: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:32: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:33:Borehole Records [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:34:Borehole Summary Table [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:34:Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:35: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:36: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:37: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:38: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:38: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:39: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:40: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:41: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:42: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:46: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:47: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:48: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:49: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:50: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:51: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:52: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:53: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:57: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:61: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:62: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf|R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf|R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:14:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:26:4.3.8.7 Boreholes [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:26:There are existing borehole installations across the South Bank Quay Area site. Where possible [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:26:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:26:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|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 [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf|R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf]]:9:Site investigations including boreholes and trenches have identified that drainage infiltration [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-DECISION NOTICE.pdf|R-2021-0943-CD-DECISION NOTICE.pdf]]:3: relevant borehole and vibrocore data [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf]]:36:• Use of an enclosed grab to dredge material in the vicinity of BH34 (A borehole situated offshore, [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf]]:57: • Within 50M of a spring, well or borehole [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf]]:57: • Within 50M of a spring, well or borehole [[this>Teesworks/Planning/R-2022-0411-CD/R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0411-CD/R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-1077-CD/R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf|R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-1077-CD/R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf|R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|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 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:11:advancement of 10no. boreholes to a maximum depth of 20.8m below ground level (bgl) and the installation [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:11:Deposits were found to be continuous across the site, however in every borehole that was progressed to [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:15: Mudstone was encountered in boreholes drilled in the northern part of [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Decision Notice.pdf|R-2020-0318-FFM-Decision Notice.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Decision Notice.pdf|R-2020-0318-FFM-Decision Notice.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:11: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:17:contaminants. The boreholes screen subsurface geology as shown in the table below. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:17: Borehole Aquifer [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:18: Borehole Aquifer [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:33: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:34: Borehole Records 2 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:35:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:37:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:38:The Borehole Records are presented as Field Data Enclosure 2. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:39:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:identification, information is provided in the relevant Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:depth on the Borehole Records. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:40:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:41:on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:44:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:45:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:45: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:47:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:48:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:56:Borehole Records [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:57:Borehole Summary Table [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:58: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:59: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:60: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:62: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:63: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:64: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:65: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:69: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:70: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:71: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:72: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:73: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:74: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:75: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:76: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:80: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:84: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:85: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:9:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25:  11 boreholes to up to 10m. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:26: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:26: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:26: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:27: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:27: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:27: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:30: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:30: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:31: black 12m BGS borehole Aquifer narrow band [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:41: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 borehole). [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:44: 2011  13 cable percussion boreholes to up to 10.2m depth; [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:44:  15 window sample boreholes; [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:44: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:45: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:46: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: A number of borehole records are available on the BGS GeoIndex web portal, [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: The findings of these boreholes generally concur with the published mapping and [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: Borehole 26/R [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: strine to stiff brown silty Strata in some boreholes. Thin layer [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: partings of sand. in Borehole 26/O. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: many boreholes [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven in Borehole [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:63: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:63: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:64: Deposits deposits of BGS borehole Undifferentiated south east of River [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:64: sand layers BGS borehole [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:64: lacustrine clayey BGS borehole Strata [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:83: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:83: one borehole location. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: boreholes were proposed on the remainder of the site. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:85: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:6:Draft Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:9:  10no. boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 10m and [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:9: 20m, or refusal on bedrock, 4no. of these boreholes were advanced 5m into the underlying bedrock. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:9: Boreholes were advanced through previously excavated trial pits; [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:14:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:16:across the site. The full geology encountered is provided in draft on the AEG trial pit and borehole logs within [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:16:Appendix C and will be presented in the AEG factual report when available, a draft borehole and trial pit [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:16: Encountered in 41 trial pits and 1 boreholes. Generally comprised soft [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:16: boreholes. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:17: with no Glaciolacustrine Deposits present and in all 9 boreholes which [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:17: Aquifer) three boreholes. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:18:and 7.1m (Prairie_AUK_BH101) of Glacial Till in all boreholes. Sand or gravel rich lenses were identified within [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:19:Mercia Mudstone was identified (borehole Prairie_AUK_BH102 refused in Made Ground), recovered as a weak [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:33: Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:49:from trial pits and a ‘pond’ and analysed for a range of contaminants. The boreholes screen subsurface geology [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:49: Borehole Aquifer [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:77:Draft Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:462: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:463: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:464: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:465: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:465: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:466: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:467: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:468: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:469: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:473: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:474: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:475: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:476: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:477: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:478: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:479: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:480: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:484: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:488: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:489: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:6:of borehole and trenching data [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:6:suggested by the borehole/trenching data, or observed during the initial [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:25: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:25: remains of high significance suggested by the borehole/trenching data, [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:15:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:34:7.3.5.5 Boreholes [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:34:There are existing borehole installations across the Prairie site. Where possible boreholes within [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:34:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:2:c) There should be archaeological analysis of the sequence of trial trenches and boreholes that South Tees [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:2:evaluation of trenching and borehole data, together with an initial survey (drawn and [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:2:borehole/trenching data, or observed during the initial survey, to be the subject of detailed [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:3: borehole and trenching data [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:3: the borehole/trenching data, or observed during the initial survey [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:7:c) There should be archaeological analysis of the sequence of trial trenches and boreholes that South Tees [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:7:borehole data, together with an initial survey (drawn and photographed) of all upstanding [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:8:remains of high significance suggested by the borehole/trenching data, or observed during [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:8: - Before remediation or development commences, archaeological evaluation of borehole and trenching [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:8: strip, map and sample of remains of high significance suggested by the borehole/trenching data, or [[this>Teesworks/Planning/R-2021-0924-CD/R-2021-0924-CD-Decision Notice 0357.pdf|R-2021-0924-CD-Decision Notice 0357.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0924-CD/R-2021-0924-CD-Decision Notice 0357.pdf|R-2021-0924-CD-Decision Notice 0357.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2021-0729-CD/R-2021-0729-CD-Decision Notice.pdf|R-2021-0729-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0729-CD/R-2021-0729-CD-Decision Notice.pdf|R-2021-0729-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf]]:3:16/11/2022, 21:16 Page 1 | Borehole NZ52SE199 | Borehole Logs [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf]]:3:scans.bgs.ac.uk/sobi_scans/boreholes/17705759/images/16164366.html 2/2 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf]]:4:16/11/2022, 21:16 Page 1 | Borehole NZ52SE200 | Borehole Logs [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf]]:4:scans.bgs.ac.uk/sobi_scans/boreholes/17705760/images/16164367.html 2/2 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf]]:5:16/11/2022, 21:17 Page 1 | Borehole NZ52SE206 | Borehole Logs [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf]]:5:scans.bgs.ac.uk/sobi_scans/boreholes/17705766/images/16164377.html 2/2 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf]]:6:16/11/2022, 21:17 Page 1 | Borehole NZ52SE209 | Borehole Logs [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 C. Site Information.pdf]]:6:scans.bgs.ac.uk/sobi_scans/boreholes/17705769/images/16164378.html 2/2 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf|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 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf|R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf]]:9: cable percussion boreholes. The site investigation encountered Made Ground to a proven depth of 6.1 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf|R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf]]:14:9.63. A review of the borehole records undertaken in the Phase 1 Land Contamination Assessment (2022, [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf|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 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf|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 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf]]:15: borehole information and the Groundsure Report. [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-PD Teeside Heritage Statement 0323.pdf|R-2023-0291-ESM-PD Teeside Heritage Statement 0323.pdf]]:20:3.37 The nine boreholes drilled by Cementation Ground Engineering in 1973 determined the [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:8:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:8:108 16.1 BGS Boreholes 8 5 21 - - [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:110: 16 Boreholes [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:110:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:110:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:110:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:110:Features are displayed on the Boreholes map on page 108 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:7: 4.4.1 BGS Historical Boreholes 22 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:11: Clearance of Tees Port Refinery Site by Shell Oil UK Limited in 1985 – 1987, Borehole [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:22:from published geological mapping on the BGS website, including historical boreholes, as well as [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:23:4.4.1 BGS Historical Boreholes [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:23:Although the BGS GeoIndex identifies several historical borehole logs within and adjacent to the [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:23:borehole was abandoned. [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:24:north of Teesport Refinery. The ground investigation comprised the drilling of eight boreholes [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:24:by the boreholes is not relevant to the site, although the logs do indicate that blowing conditions [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:24:to 1980. Figure 4.1 above shows the inferred locations of these boreholes. [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:24:The J.T Hymas Limited borehole logs are inferred to be onsite in the far north based on the [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:24:depth of 9.10m. In one location grey weathered shale was encountered to the end of the borehole [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:24:Cementation Ground Engineering undertook a ground investigation comprising nine boreholes [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:24:spread across the Teesport Refinery in October 1973. Of the nine boreholes excavated six were [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:The boreholes encountered Made Ground comprising slag, ash, clay and gravel to a maximum [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:the end of the boreholes at 15.00m bgl. [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:The borehole logs indicate that chiselling was required within the Made Ground at locations 133, [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:A total of 21 boreholes were excavated within the south, centre and north of site as shown in [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:The boreholes encountered Made Ground to a maximum depth 5.10m bgl in the north. In the south [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:The report provides chiselling information relating to the boreholes within the site that indicates [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:chiselling was required for most of the boreholes within the southern half of the site. The report [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|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 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:The results describe the sample from borehole 6 as “Thin brown oil, odour resembling gas oil” and [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:The scope of the investigation comprised five cable percussion boreholes that were progressed to [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:characterise the ground conditions in the footprint of a proposed workshop building. The boreholes [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:25:were installed to allow for gas monitoring. Although borehole logs and laboratory testing are [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:26:As shown in Figure 4.1 the investigation comprised 18 cable percussion boreholes excavated to a [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:26:Geotechnical and environmental sampling was undertaken on arisings from the boreholes and trial [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:26:The borehole logs note that chiselling for more than 1 hour was required in all locations, some of [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:26:1.60m bgl. The remaining boreholes that progressed to depth all encountered obstructions in Made [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:26:Ground, and all boreholes (excluding BH7, 13, 14) were excavated with a mechanical excavator [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:26:During drilling downhole gas monitoring recorded methane in boreholes 1B (5.5% v/v) and 10 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:26:(0.5% v/v). In addition, carbon dioxide was recorded in borehole 1B (0.5% v/v). [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf|R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf]]:33: as wells, boreholes and springs used for public drinking water supply. These zones are designated to [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf|R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf]]:10: water supply of each building under assessment, and include water supplied from borehole [[this>Teesworks/Planning/R-2021-0905-CD/R-2021-0905-CD-Decision Notice.pdf|R-2021-0905-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0905-CD/R-2021-0905-CD-Decision Notice.pdf|R-2021-0905-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf|R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf]]:23: o not within 50m of a spring, well or borehole; [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Decision Notice R 2020 0318.pdf|R-2020-0799-CD-Decision Notice R 2020 0318.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Decision Notice R 2020 0318.pdf|R-2020-0799-CD-Decision Notice R 2020 0318.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2022-0746-CD/R-2022-0746-CD-Decision Notice (4).pdf|R-2022-0746-CD-Decision Notice (4).pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0746-CD/R-2022-0746-CD-Decision Notice (4).pdf|R-2022-0746-CD-Decision Notice (4).pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:17:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:26:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:26:There are existing borehole installations across the South Bank Western Area site. Where possible [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:26:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:26:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:13:  Nine boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, three of these were [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:13:  Nine boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m bgl, or refusal on [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:13: bedrock, three of these boreholes were advanced 5m into the underlying bedrock; [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:13:  16 boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m, or refusal on bedrock, [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:13: three of these boreholes were advanced 5m into the underlying bedrock; [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:13:  25 boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl; [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:15: Tidal Flat Encountered in 33 of 34 boreholes (except SBC_AUK_BH105). [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:15: seven boreholes from SBA and 15 boreholes from SBC. The deposit was [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:15: Glacial Till was identified in 31 of 34 boreholes below the [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:16: Sand and Sand and Gravel was identified in two boreholes from SBA. Two bands [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:16: Mercia glauconite, recorded in 27 boreholes. [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:16: sandstone and siltstone at depth within some boreholes. [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:17:soils from the boreholes drilled along the northern edge of the site as part of a ground investigation to inform [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:30:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:31:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:47: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:48: ( SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:52: ! ! SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:56: ! SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:57: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:59: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:60: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:61: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:62: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:63: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:64: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:65: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:66: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:67: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:68: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:69: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:70: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:71: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:72: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:73: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:74: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:75: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:76: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:77: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:78: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:79: BH-2024 SBA_AUK_BH104 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-Decision Notice.pdf|R-2022-0096-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-Decision Notice.pdf|R-2022-0096-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:13:  Nine boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, three of these were [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:13:  Nine boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m bgl, or refusal on [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:13: bedrock, three of these boreholes were advanced 5m into the underlying bedrock; [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:13:  16 boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m, or refusal on bedrock, [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:13: three of these boreholes were advanced 5m into the underlying bedrock; [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:13:  25 boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl; [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:15: Tidal Flat Encountered in 33 of 34 boreholes (except SBC_AUK_BH105). [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:15: seven boreholes from SBA and 15 boreholes from SBC. The deposit was [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:15: Glacial Till was identified in 31 of 34 boreholes below the [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:16: Sand and Sand and Gravel was identified in two boreholes from SBA. Two bands [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:16: Mercia glauconite, recorded in 27 boreholes. [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:16: sandstone and siltstone at depth within some boreholes. [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:17:soils from the boreholes drilled along the northern edge of the site as part of a ground investigation to inform [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:30:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:31:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:47: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:48: ( SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:52: ! ! SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:56: ! SBB_AUK_TP120 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:57: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:59: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:60: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:61: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:62: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:63: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:64: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:65: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:66: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:67: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:68: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:69: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:70: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:71: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:72: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:73: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:74: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:75: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:76: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:77: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:78: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:79: BH-2024 SBA_AUK_BH104 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:8: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:8: Table 3: Borehole Summary ...........................................................................................6 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:9: Borehole Records 2 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:12:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:Two boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:techniques, to depths of 7.20m (S3_BHA04) and 10.00m BGL (S3_BHA03). Both boreholes were further [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:The Borehole Records are presented as Field Data Enclosure 2 and a summary of any relevant remarks are [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13: Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:13:Table 3: Borehole Summary [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:14:Representative samples of soil and rock were obtained from the boreholes and trial pits and were taken to [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:14:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:14:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|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 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|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 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|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 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:15:the beginning and/or end of each drilling shift. The water level is indicated on the applicable Borehole and [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:15:Both boreholes were installed with monitoring instrumentation in accordance with the requirements of the [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:15:Consulting Engineer. Details of the installations are shown in Table 5 and on the relevant Borehole Records. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:16:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes and trial pits in [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:16:relevant depth on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:16:Standard Penetration Testing (SPT) was carried out in the boreholes and trial pit in accordance with [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:16:applicable Borehole and Trial Pit Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:17:as In-situ Testing Enclosure 2 and, where applicable, on the Borehole and Trial Pit Records. Installation [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:20:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:21:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:21: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:23:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:23:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:23:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:23:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:24:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:30:Borehole Records [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:31: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:32: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:38: BOREHOLE RECORD PRELIM3 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:38: (5) On 29/09/21 borehole cleaned out due to collapse [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:39: 10.80 - 12.30 Water 20 BGL (28/09/2021). (5) On 29/09/21 borehole [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:40: BGL (28/09/2021). (5) On 29/09/21 borehole [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 14.pdf]]:11: Borehole Date (CH4) (CO2) (O2) Well Screening Q(hg) CH4 Q(hg) CO2 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:8: • 2no. cable percussion / rotary core boreholes drilled by AEG to depths of 16m below ground level with [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:9: Glaciolacustrine Deposits were recorded in both boreholes [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:9: Glacial Till Glacial Till was identified in both boreholes below the [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:9: Identified in both boreholes underlying the Glacial Till. Initially [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:10:Ground was proven). The thickness of these deposits was identified in boreholes S3_BHA103 and S3_BHA104 [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:10:Redcar Mudstone Formation was identified underlying the Glacial Till in both boreholes, the base of which was [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:10: Borehole Screened Aquifer [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:11: Borehole Screened Aquifer [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:23:The monitoring wells installed in the boreholes screen subsurface geology as shown in the table below: [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:23: Borehole Aquifer [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:28:The code of practice uses the concept of a borehole hazardous gas flow rate (Qhg) which is calculated from [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:28:individual borehole measurements of total gas flow emission and the concentration of the specific hazardous [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf]]:28:the borehole concentrations and flow rate measurements which take into account influencing factors (such as [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:9:Borehole log SBA_AUK_BH108 [[Arcadis 2021a]] indicate a substantial thickness (5.7m) of Made [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:12:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:21:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:21:There are existing borehole installations across the site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:13: • 9.no boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, 3no. of these were [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:13: • 25no. boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl (16no. of which were [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:14: Tidal Flat Deposits Encountered in all 9 boreholes. Generally comprised soft sandy silt [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:14: Glaciolacustrine Deposits were recorded in 7 boreholes below the [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:14: Glacial Till was identified in 8 boreholes below the Glaciolacustrine [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:15: Sand and Gravel was identified in 2 boreholes. In SBA_AUK_BH105 [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:15: (Secondary B 16.5 31.2 grey glauconite, recorded in six boreholes. The Mercia Mudstone [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:15: siltstone from 23.7m bgl to 25.2m bgl within three boreholes. [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:32: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:34: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:35: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:36: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:37: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:38: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:39: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:40: 2.7 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:41: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:42: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:43: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:44: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:45: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:47: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:48: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:52: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:56: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:57: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:58: TP126 TP128 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:13:  Nine boreholes advanced by rota-sonic rig to depths between 10m – 20m bgl, three of these were [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:13:  Nine boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m bgl, or refusal on [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:13: bedrock, three of these boreholes were advanced 5m into the underlying bedrock; [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:13:  16 boreholes drilled by rota-sonic rig, with target depths of between 10m - 20m, or refusal on bedrock, [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:13: three of these boreholes were advanced 5m into the underlying bedrock; [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:13:  25 boreholes advanced by rota-sonic rig to a maximum depth of 41m bgl [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|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 [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:15: Tidal Flat Encountered in 33 of 34 boreholes (except SBC_AUK_BH105). [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:15: seven boreholes from SBA and 15 boreholes from SBC. The deposit was [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:15: Glacial Till was identified in 31 of 34 boreholes below the [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:16: Sand and Sand and Gravel was identified in two boreholes from SBA. Two bands [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:16: Mercia glauconite, recorded in 27 boreholes. [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:16: sandstone and siltstone at depth within some boreholes. [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:17:soils from the boreholes drilled along the northern edge of the site as part of a ground investigation to inform [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:29:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:30:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:43: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:44: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:45: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:46: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:47: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:48: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:50: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:52: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:53: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:54: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:56: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:57: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:59: SBC_AUK_BH109 SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:60: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:61: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:62: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:63: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:64: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/MLA_2020_00507/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:2:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be [[this>Teesworks/Planning/MLA_2020_00507/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:3:geoarchaeological assessment of the boreholes and vibrocores. This means that we are [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:17:vibrocores/boreholes, planned as part of a marine ground investigation, will be undertaken in advance of [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|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 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:430: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:63:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:76:consented schemes in the Tees. The findings of an archaeological review of vibrocore / borehole logs [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:76:borehole logs is welcome, as part of the heritage assessment. (This is an issue that we mentioned in [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:249:3.1.2 Previous ground investigations boreholes 7 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:250:Table 3-1: Historical BGS borehole records 6 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258:datasets including 1:50,000 scale geological mapping, historical BGS borehole records (provided in [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258:Tidal Flat Deposits of sand, silt and clay and underlain by Mercia Mudstone. One historical BGS borehole [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258:reported geology from these borehole records is presented in Table 3-1. The historical BGS borehole logs [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258:Table 3-1: Historical BGS borehole records [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:258: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259:3.1.2 Previous ground investigations boreholes [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259:Three boreholes have been previously drilled within the site boundary; two of these were located to the west [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|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 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259:descriptions from the boreholes on and adjacent to the site is provided below. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:259: (Enviros, 2004) 9.00 – 10.00 (end of borehole) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|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 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|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 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:270:D-B-T22, D-B-T23, D-B-T24, D-B-T25, D-B-T26, D-B-T27, D-B-T28, E-A-T1 and E-A-T14 and one borehole [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:270:One borehole 3AB2, was excavated within the oil depot compound. The encountered geology is described [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:271:and adjacent to the site between June and July 2007. Two boreholes, 2B2 and 2B3 were excavated on [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:271:boundary of the oil depot. One further borehole was drilled off site on the southern boundary of the depot [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|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 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:430: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:101: BOREHOLE LOG [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:101: Project Business Division BOREHOLE No [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:102: BOREHOLE LOG [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:102: Project Business Division BOREHOLE No [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:103: BOREHOLE LOG [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:103: Project Business Division BOREHOLE No [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:104: BOREHOLE LOG [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:104: Project Business Division BOREHOLE No [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:108: -T22 D-B Borehole [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:109: @ BOREHOLES [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:A historic borehole record (ref: NZ52SW15054/AS2 referred to as AS2) located approximately 25m from the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:Tees estuary has been reviewed. This borehole was located in close proximity to the southwestern corner [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|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 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:Tees estuary has been reviewed. This borehole was located 150m to the southeast of the proposed scheme [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|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 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|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 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:351:http://scans.bgs.ac.uk/sobi_scans/boreholes/918110/images/16767534.html (Accessed 07/07/2020) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:366:As noted in Section 2.5, two publicly available borehole records have been reviewed which were sited [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|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 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:369: Publicly available borehole records have been reviewed which indicate that [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:180:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:183:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:183:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:342: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:343: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:352:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:352:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:359:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|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 [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:430: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf|R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf]]:13:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-NEAR.pdf|R-2020-0371-SCP-NEAR.pdf]]:1:review of vibrocore / borehole logs will inform the assessment. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-NEAR.pdf|R-2020-0371-SCP-NEAR.pdf]]:1:Archaeological review of borehole logs is welcome, as part of the heritage assessment. (This is [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:13:in the Tees. The findings of an archaeological review of vibrocore / borehole logs will inform the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:17:vibrocores/boreholes, planned as part of a marine ground investigation, will be undertaken in advance of [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-DECISION NOTICE.pdf|R-2020-0684-ESM-DECISION NOTICE.pdf]]:3: relevant borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|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 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:10: Borehole records have been reviewed for the proposed [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:12:from BGS datasets, including 1:50,000 scale geological mapping and historical borehole records, and a [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:footprint of the proposed scheme) by Corus UK Ltd. The investigation consisted of two boreholes within the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:proposed scheme boundary and an addition borehole located off-site. The geology was described as slag [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:12:borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:76:groundwater. The ES states: borehole records indicate that groundwater [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:99: borehole and vibrocore data [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:A historic borehole record (ref: NZ52SW15054/AS2 referred to as AS2) located approximately 25m from the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:Tees estuary has been reviewed. This borehole was located in close proximity to the southwestern corner [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:Tees estuary has been reviewed. This borehole was located 150m to the southeast of the proposed scheme [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:9:http://scans.bgs.ac.uk/sobi_scans/boreholes/918110/images/16767534.html (Accessed 07/07/2020) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:24:As noted in Section 2.5, two publicly available borehole records have been reviewed which were sited [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|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 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:27: Publicly available borehole records have been reviewed which indicate that [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf]]:3:consented schemes in the Tees. The findings of an archaeological review of vibrocore / borehole logs [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf]]:3:borehole logs is welcome, as part of the heritage assessment. (This is an issue that we mentioned in [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:3:3.1.2 Previous ground investigations boreholes 7 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:4:Table 3-1: Historical BGS borehole records 6 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12:datasets including 1:50,000 scale geological mapping, historical BGS borehole records (provided in [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12:Tidal Flat Deposits of sand, silt and clay and underlain by Mercia Mudstone. One historical BGS borehole [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12:reported geology from these borehole records is presented in Table 3-1. The historical BGS borehole logs [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12:Table 3-1: Historical BGS borehole records [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:12: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13:3.1.2 Previous ground investigations boreholes [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13:Three boreholes have been previously drilled within the site boundary; two of these were located to the west [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|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 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13:descriptions from the boreholes on and adjacent to the site is provided below. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13: Borehole Depth (m bgl) Description [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:13: (Enviros, 2004) 9.00 – 10.00 (end of borehole) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|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 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|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 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:24:D-B-T22, D-B-T23, D-B-T24, D-B-T25, D-B-T26, D-B-T27, D-B-T28, E-A-T1 and E-A-T14 and one borehole [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:24:One borehole 3AB2, was excavated within the oil depot compound. The encountered geology is described [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:25:and adjacent to the site between June and July 2007. Two boreholes, 2B2 and 2B3 were excavated on [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:25:boundary of the oil depot. One further borehole was drilled off site on the southern boundary of the depot [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:707: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:707: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:708: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:708: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:709: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:709: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:710: BOREHOLE LOG [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:710: Project Business Division BOREHOLE No [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:714: -T22 D-B Borehole [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:715: @ BOREHOLES [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:27: geoarchaeological assessment of vibrocores/boreholes, planned as part of a marine ground [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:4: Site investigation information (especially borehole data and cores) should be [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:5: dock facilities. Archaeological review of borehole logs is welcome, as part of the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:14:in turn overlie the Mercia Mudstone Group. Geoarchaeological assessment of vibrocore and borehole logs [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:14:geotechnical vibrocores/boreholes, planned as part of a marine ground investigation to be undertaken in [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:21:of geotechnical boreholes and vibrocores will both facilitate current understanding of the nature of sub- [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:14:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:26:4.3.8.7 Boreholes [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:26:There are existing borehole installations across the South Bank Quay Area site. Where possible [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:26:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:26:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|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 [[this>Teesworks/Planning/R-2021-0268-CD/R-2021-0268-CD-Decision Notice.pdf|R-2021-0268-CD-Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2021-0268-CD/R-2021-0268-CD-Decision Notice.pdf|R-2021-0268-CD-Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0526-CD/R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: evaluation of relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0526-CD/R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf|R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf]]:5: indicated by the evaluation of borehole and test pit data to be of potential [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:4:4.1.2 Borehole Records ............................................................................................................................. 11 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:9:• British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:17:4.1.2 Borehole Records [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:17:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:18:Table 5 – BGS Borehole Archive [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:18:Full details of the geology encountered and additional borehole records can be found at the link included in [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|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) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:23: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:23: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:45: Title: Land West of Warrenby - Historic Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:45:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:45: Borehole [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:45: Warrenby Hist Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:60:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:60:113 16.1 BGS Boreholes 4 0 14 - - [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:167: 16 Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:167:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:167:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:167:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:167:Features are displayed on the Boreholes map on page 113 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:338: BH Borehole RNAS Royal Naval Air Service [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:340: Boreholes       [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:342: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:343: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:343: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:347: • The Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:347: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:352: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:353: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:4:4.1.2 Borehole Records .............................................................................................................................11 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:8: British Geological Survey (BGS) published maps and online GeoIndex borehole records; [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:4.1.2 Borehole Records [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:No boreholes within the site boundary are available to view on the BGS historic borehole database, however [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:Table 5 – BGS Borehole Archive [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:17:Full details of the geology encountered and additional borehole records can be found at the link included in [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|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) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:21: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:21: Preliminary Onshore 15 Boreholes (max 37.30m) Water [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:34: Title: Land West of Warrenby - Historic Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:34:Historic Boreholes COPYRIGHT. ALL RIGHTS RESERVED. LICENCE NUMBER [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:34: Borehole [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:34: Warrenby Hist Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:42:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:42:113 16.1 BGS Boreholes 4 0 14 - - [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149: 16 Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:149:Features are displayed on the Boreholes map on page 113 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:320: BH Borehole RNAS Royal Naval Air Service [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:322: Boreholes       [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:324: • “Potential ground investigation works- all areas, including trial pits and boreholes up to 25m bgl. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:325: (Area A) (Final report)” which includes the borehole log “S1-BH05” (located in the Study Site’s north-eastern sector) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:325: In addition, the borehole log “BH-2002” (located in the Study Site’s south-western sector) recorded the following [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:329: • The Client has also provided 6 Alpha with the borehole record “S2-BHA5” (located at the Former SSI [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:329: Steelworks, Redcar) which indicates that a borehole was terminated at 11m bgl due to a possible UXO [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:334: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:335: Boreholes AAA Projectiles 2+3=5 3+1=4 5x4=20 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf|R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf]]:25: o not within 50m of a spring, well or borehole; [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:4: Works Works undertaken have comprised desk study, trial pitting, advancement of boreholes, Cone [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:13:All three investigation phases included trial pitting, the advancement of boreholes, installation of monitoring [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|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, [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|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 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:18:previous investigations has been included within Appendix D which includes on-site borehole and trial pit logs [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:18:and borehole logs from off-site immediately downgradient boreholes which provide information on the potential [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:19:boreholes. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:19:Glaciolacustrine Deposits were identified in a limited number of boreholes and generally comprised laminated [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:20:The Penarth Group and Mercia Mudstone Group were identified in one location only (borehole S2-BHA04). The [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:20:and was proven to a depth of 3.7 to 4.2m bgl in the two boreholes advanced off-Site, with the depth to base of [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:23:(AEG 2022), which monitored the pore water pressure at different elevations and depths in the borehole [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:47:present. The exception to this was in relation to borehole MS\TP10 and S1-TPH07, where a sheen or oil [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:83: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:86: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:86: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:86: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:87: A BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:87: S2-TPA48 BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:87: S2-TPA49 BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:88: S2-TPA96 MS\BH10 MS\BH12 BOREHOLE (Enviros 2004) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:88: A BOREHOLE (AEG 2018) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:88: A BOREHOLE (AEG 2021) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:90: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:91: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:92: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:93: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:94: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:95: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:96: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:97: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:98: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:99: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:100: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:101: A BOREHOLE LOCATION [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|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 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:111: Borehole [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:112:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:144: Borehole [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:145:Information Summarised: Site Plans, Trial Pit and Borehole Logs [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:310:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Permeability Tests Tidal Monitoring Results, [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:328: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:328:16/10/2017 5.00 5.00 250 4.40 4.80 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:329: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:329: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:329:17/10/2017 10.00 9.50 200 2.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:330: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:330:12/10/2017 7.00 7.00 200 5.68 3.20 3.60 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:331: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:331: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:332: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:332: 16.80 SJ24 1/0.94 Borehole complete at 16.80m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:332: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:333: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:333:05/10/2017 1.00 1.00 250 Dry 1.20 6.00 02:00 8.00 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:334: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:334:09/10/2017 10.00 10.00 200 4.76 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:335: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:335: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:336: 22.60 25.10 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:337: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:338: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:339: 36.80 39.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:340: Borehole complete at 39.80m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:340: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:344: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:344: Borehole terminated at 1.00m BGL - due to refusal. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:344:03/10/2017 1.00 0.90 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:345: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:345:04/10/2017 5.17 5.17 250 5.00 11.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:346: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:346: Borehole complete at 15.00m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:346:05/10/2017 11.50 11.50 200 4.35 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:347: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:347:09/10/2017 3.00 3.00 250 2.41 0.40 0.80 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:348: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:348: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:349: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:349: Borehole complete at 18.45m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:349: 17.30 17.50 00:45 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:350: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:350: Borehole terminated at 0.50m BGL - due to refusal. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:350:03/10/2017 0.50 0.50 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:351: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:351:04/10/2017 7.00 7.00 250 6.41 2.30 2.50 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:352: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:352: Borehole terminated at 8.00m BGL - due to pushing obstruction. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:352: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:353: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:353:06/10/2017 4.00 4.00 250 3.10 3.40 00:30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:354: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:354: Borehole complete at 15.50m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:354: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:355: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:355:11/10/2017 1.20 1.20 250 Dry 1.20 1.80 01:00 1.20 5.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:355:12/07/2017 1.20 1.20 250 Dry 2.10 2.70 00:30 5.00 6.00 (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:356: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:356: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:356: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:357: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:357: Borehole terminated at 19.10m BGL - due to obstruction. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:357: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:357: (3) Borehole making water between 3.00-3.10m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:358: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:358:10/10/2017 2.00 2.00 250 Dry 2.00 5.30 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:359: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:359:12/10/2017 13.50 13.40 200 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:360: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:360: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:361: 18.80 19.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:362: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:363: 29.80 32.80 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:364: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:365: 19/10/2017 35.80 17.80 20.30 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:366: Borehole complete at 40.80m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:366: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:371: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:371: Borehole terminated at 1.50m BGL - due to obstruction. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:371:26/10/2017 1.20 1.20 Dry 1.20 1.50 02:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:372: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:372: Borehole terminated at 5.00m BGL - due to obstruction. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:372:30/10/2017 4.50 4.40 250 3.87 4.90 5.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:373: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:373: 5.80 10.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:374: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:374:27/10/2017 10.00 10.00 200 4.77 14.00 15.00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:375: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:375:02/11/2017 20.00 17.30 200 4.77 23.40 24.00 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:376: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:376:03/11/2017 25.00 17.30 200 4.83 27.00 27.40 01:00 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:377: 29.90 31.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:378: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:379: 37.80 40.00 A/M 100 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:380: Borehole complete at 40.00m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:380: (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:383: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:383:23/10/2017 3.00 3.00 250 Dry (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:384: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:384: Borehole terminated at 11.00m BGL due to possible UXO anomaly. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:384:25/10/2017 11.00 11.00 200 3.46 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:385: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:385:07/11/2017 4.40 4.40 250 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:386: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:386:08/11/2017 10.00 10.00 200 4.67 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:387: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:387: 21.00 S46 1/0.40 Borehole complete at 21.00m BGL. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:387:10/11/2017 19.00 18.30 200 3.78 (2) Borehole advanced through trial pit previously [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:388: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:389: Installation Type : Borehole Method: Falling Head Test No: 1 of 1 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:392: Note: Borehole dry throughout monitoring period. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:412:Information Summarised: Site Plan, Trial Pit and Borehole Logs, Vibrating Wire Piezometer Charts, Aquifer [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|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. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:19:the advice of the ordnance engineer, the borehole was terminated at this depth. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:28:1 Good practice for decommissioning redundant boreholes and wells, Environment Agency, October [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:29:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:29:There are existing borehole installations across the Site. Where possible boreholes within defined [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:29:assessment indicates a Medium risk from UXO for borehole and excavation activities. In addition, and [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:10:Prior to demolition works commencing any nearby boreholes shall be sampled and monitored to establish current [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:10:boreholes shall also be monitored and sampled during the demolition works to monitor any effect the works may [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|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 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:15:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:34:7.3.5.5 Boreholes [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:34:There are existing borehole installations across the Prairie site. Where possible boreholes within [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:34:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:9: Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:25: Tees Industrial Area- Site C- Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:25: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:25: 11 boreholes to up to 10m. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:26: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:26: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:26: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:27: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:27: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:27: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:30: typically BGS Borehole [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:30: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:31: black 12m BGS borehole Aquifer narrow band [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:41: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 borehole). [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:44: 2011 13 cable percussion boreholes to up to 10.2m depth; [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:44: 15 window sample boreholes; [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:44: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:45: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:46: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:49: A number of borehole records are available on the BGS GeoIndex web portal, [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:49: The findings of these boreholes generally concur with the published mapping and [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:49: Borehole 26/R [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:49: strine to stiff brown silty Strata in some boreholes. Thin layer [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:49: partings of sand. in Borehole 26/O. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:49: many boreholes [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:49: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven in Borehole [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:63: typically BGS Borehole [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:63: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:64: Deposits deposits of BGS borehole Undifferentiated south east of River [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:64: sand layers BGS borehole [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:64: lacustrine clayey BGS borehole Strata [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:83: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:83: one borehole location. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:84: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:84: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:84: boreholes were proposed on the remainder of the site. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:84: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:84: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:85: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:9: • 10no. boreholes drilled by a Dando 2000 cable-percussive rig, with target depths of between 10m and [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:9: 20m, or refusal on bedrock, 4no. of these boreholes were advanced 5m into the underlying bedrock. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:9: Boreholes were advanced through previously excavated trial pits; [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:14:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:16:across the site. The full geology encountered is provided on the AEG trial pit and borehole logs within Appendix [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:16:C, a borehole and trial pit location plan is provided with the logs. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:16: Encountered in 41 trial pits and 1 boreholes. Generally comprised soft [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:16: boreholes. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:17: with no Glaciolacustrine Deposits present and in all 9 boreholes which [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:17: Aquifer) three boreholes. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:18:and 7.1m (Prairie_AUK_BH101) of Glacial Till in all boreholes. Sand or gravel rich lenses were identified within [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:19:Mercia Mudstone was identified (borehole Prairie_AUK_BH102 refused in Made Ground), recovered as a weak [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:21: Borehole Aquifer to Groundwater [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:33:• Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:49:from trial pits and a ‘pond’ and analysed for a range of contaminants. The boreholes screen subsurface geology [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:49: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:10: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:11: Borehole Records 2 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:12:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:14:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:15:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:15:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:15:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:15:The Borehole Records and a summery table of any relevant remarks are presented as Field Data Enclosure [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:16:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:16:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:16:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:16:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:identification, information is provided in the relevant Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:depth on the Borehole Records. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:17:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:18:on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:21:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:22:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:22: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:24:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:24:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:24:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:24:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:25:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:30: BOREHOLE [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:31: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:32: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:33:Borehole Records [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:34:Borehole Summary Table [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:34:Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:35: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:36: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:37: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:38: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:38: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:39: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:40: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:41: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:42: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:46: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:47: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:48: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:49: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:50: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:51: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:52: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:53: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:57: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:61: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:62: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:155:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:156:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:156: particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology used is [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:158:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:158:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:158:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:158:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:159:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:8: Borehole Aquifer Groundwater [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:11: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l) [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:17:contaminants. The boreholes screen subsurface geology as shown in the table below. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:17: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:18: Borehole Aquifer [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:33: 3.3 Exploratory Holes: Boreholes .........................................................................................6 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:34: Borehole Records 2 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:35:  Ten cable percussive boreholes, four of which were advanced using rotary coring techniques. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:37:be found on the Borehole and Trial Pit Records, Field Data Enclosures 2 and 3 respectively. A key to all [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:38:3.3 Exploratory Holes: Boreholes [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:38:Ten boreholes were sunk using a Dando 2000 drilling rig, utilising cable percussive (shell and clay cutter) [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:38:Four boreholes were further advanced using either a Boart Longyear DB540 or a Comacchio GEO 305, [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:38:The Borehole Records and a summery table of any relevant remarks are presented as Field Data Enclosure [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:39:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:39:boreholes, which subsequently may have been sealed as a result of progressing the casing. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:39:All ten boreholes (PRAIRIE_AUK_BH101 to PRAIRIE_AUK_BH110 inclusive) were installed with monitoring [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:39:are shown in the Borehole Summary Table within Field Data Enclosure 2. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:identification, information is provided in the relevant Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:In-situ testing as specified by the Consulting Engineer was carried out in selected boreholes in accordance [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:depth on the Borehole Records. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:Standard Penetration Testing (SPT) was carried out in the boreholes in accordance with techniques outlined [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:40:Borehole Records. (Refer to page 6 of the key sheets for further details). [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:41:on the Borehole and Trial Pit Records. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:44:Hole records. 'Exploratory Hole' is used as a general term in this report to comprise borehole, drillhole, and trial pit. All exploratory hole records have [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:45:INFORMATION RELEVANT TO BOREHOLE AND WINDOW/WINDOWLESS SAMPLE HOLE RECORDS [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:45: coarse particles in boreholes is dependent on the limitations imposed by the casing diameter. The terminology [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:47:Water Depth Water level within the borehole at the start and end of shift. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:47:Indicates where hard strata occurred in the borehole and breaking out was carried out to advance the borehole. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:47:Indicates the depth range where water was added to the borehole to facilitate boring or to prevent stress relief disturbance "blowing/boiling" in granular [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:47:The pit/trench records follow the same format as the borehole and window/windowless sample hole records for the Samples & Tests, Water and Strata [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:48:As the strata columns for borehole and window/windowless sample hole records except for description which is as follows: [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:53: BOREHOLE [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:54: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:55: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:56:Borehole Records [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:57:Borehole Summary Table [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:57:Any relevant photographs are presented after the applicable Borehole Record [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:58: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:59: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:60: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:61: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:61: (4) Borehole collapsed back from 8.00-7.20m BGL. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:62: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:63: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:64: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:65: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:69: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:70: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:71: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:72: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:73: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:74: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:75: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:76: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:80: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:84: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:85: BOREHOLE RECORD FINAL [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF]]:2: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF]]:2: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF]]:2: BOREHOLE [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF]]:210: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF]]:210: BOREHOLE PRAIRIE_AUK_BH109 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF]]:210: BOREHOLE [[this>Teesworks/Planning/R-2022-0343-ESM/R-2022-0343-ESM-ARCHAEOLOGIST.pdf|R-2022-0343-ESM-ARCHAEOLOGIST.pdf]]:4: relevant borehole and test pit data [[this>Teesworks/Planning/R-2022-0343-ESM/R-2022-0343-ESM-ARCHAEOLOGIST.pdf|R-2022-0343-ESM-ARCHAEOLOGIST.pdf]]:4: evaluation of borehole and test pit data to be of potential archaeological interest [[this>Teesworks/Planning/R-2022-0343-ESM/R-2022-0343-ESM-ARCHAEOLOGIST.pdf|R-2022-0343-ESM-ARCHAEOLOGIST.pdf]]:6:4.4 In the area of the South Bank boiler works, test pits and boreholes encountered slag and concrete [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Decision 0411.pdf|R-2020-0411-FFM-Decision 0411.pdf]]:4:6. No development shall take place until all borehole logs and trial pit data [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-411 NEAR.pdf|R-2020-0411-FFM-411 NEAR.pdf]]:2:record, to require archaeological review of borehole logs and test pit data carried out as part of [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-411 NEAR.pdf|R-2020-0411-FFM-411 NEAR.pdf]]:2:(a) No development shall take place until all borehole logs and trial pit data carried out as part of ground [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:9:9.3.8 Based on the BGS Historic Borehole index, (a map of historic boreholes) shows that there are no [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:9: records of boreholes on the Application Site, however there are three records within 250 metres, [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:9: including two boreholes at BGS ref: NZ52NE52 and NZ52NE54. The boreholes appear to have [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:10: Table 9.6: Descriptions of Geological Strata – BGS Borehole Logs [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:10:9.3.9 Borehole records and geological and historical mapping indicate that Made Ground is present [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf|R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf]]:5:2.8 Concurrent with findings from British geological Survey (BGS) borehole logs (accessed online via [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-EP CL.pdf|R-2020-0411-FFM-EP CL.pdf]]:1:• Drilling of a number of shallow and deep boreholes and trial pits across the site [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf|R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf]]:31:5.45 British Geological Survey (BGS) online mapping and nearby available historical BGS borehole [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf|R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf]]:31:5.46 The historical borehole records indicate the Made Ground to comprise gravel and cobble size [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf|R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf]]:31: • BGS maps and borehole records; [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:4:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs ............................................................. 6 [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12:2.4.2 Based on the BGS Historic Borehole index, a map of historic boreholes shows that there are no [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12: records of boreholes on the Application Site, however there are three records within 250 metres of [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12: the site, including two boreholes BGS ref: NZ52NE52 and NZ52NE54. The boreholes appear to [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:12:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:13:2.4.3 Made Ground is indicated both by the borehole records and geological and historical mapping to [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:20: • Drilling of a number of shallow and deep boreholes and trial pits across the site targeting [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:25:6. Any borehole data from British Geological Survey sources is included on the basis that: "The British [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:50:Page Section Boreholes On site 0-50m 50-250m 250-500m 500-2000m [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:50:94 16.1 BGS Boreholes 0 3 13 - - [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138: 16 Boreholes [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:16.1 BGS Boreholes [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:The Single Onshore Boreholes Index (SOBI); an index of over one million records of boreholes, shafts and wells [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:and nearshore boreholes dating back to at least 1790 and ranging from one to several thousand metres deep. [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:138:Features are displayed on the Boreholes map on page 94 [[this>Teesworks/Planning/R-2022-0587-CD/R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf|R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf]]:3: relevant borehole and vibrocore data [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:8:  The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:12:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:16:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities. [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:4.3.6.6 Boreholes [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:There are existing borehole installations across the South Bank Priority Area site. Where possible [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:boreholes within defined excavation areas should be protected, however if this is not practicable, they [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:25:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf|R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf]]:1:a selection of installed boreholes. The developer should ensure the development works [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf|R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf]]:1:do not impinge on these boreholes during the works. [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Blast furnace RecordingWSIv4.PDF|R-2021-0152-CD-Blast furnace RecordingWSIv4.PDF]]:3: (i) Before remediation or development commences, archaeological evaluation of borehole [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Blast furnace RecordingWSIv4.PDF|R-2021-0152-CD-Blast furnace RecordingWSIv4.PDF]]:3: borehole/trenching data, or observed during the initial survey [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-60722_Covering letter DOC Arch_Feb 2021.PDF|R-2021-0152-CD-60722_Covering letter DOC Arch_Feb 2021.PDF]]:2:(i) Before remediation or development commences, archaeological evaluation of borehole and trenching [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-60722_Covering letter DOC Arch_Feb 2021.PDF|R-2021-0152-CD-60722_Covering letter DOC Arch_Feb 2021.PDF]]:2:strip, map and sample of remains of high significance suggested by the borehole/trenching data, or [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf|R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf]]:4: (i) Before remediation or development commences, archaeological evaluation of borehole [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf|R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf]]:4: borehole/trenching data, or observed during the initial survey [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Compliance Decision.pdf|R-2021-0152-CD-Compliance Decision.pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2021-0152-CD/R-2021-0152-CD-Compliance Decision.pdf|R-2021-0152-CD-Compliance Decision.pdf]]:3: high significance suggested by the borehole/trenching data, or observed [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:60: • Till (Diamicton) present in the south-eastern section. Nearby borehole records [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:61: by Made Ground and no borehole records of the area are available. However, [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:62: • Glaciolacustrine Deposits present to the south. Encountered in nearby boreholes [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:63:6.1.59 A review of the publicly available BGS geological maps and boreholes indicates the [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:63: eastwards from the Trunk Road nearby boreholes, explored to a maximum depth [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:63: site boreholes to the far east of the site found Till to a maximum explored depth [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:63: • Redcar Mudstone Formation: Borehole records encountered this at [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:23: excavator and 1 borehole using a shell and auger rig. [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:23: boreholes (shell and auger) to a maximum depth of 10m [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:23: 13 No. cable percussive boreholes were advanced to [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:23: Proposed development percussive boreholes Standard Penetrometer Testing [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:24: 2 No. cable percussive boreholes to a maximum depth of [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:24: 10 No. cable-percussive boreholes, to between 10m and [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:30:H4.51 Within the TLRS Area, no NAPL was noted within the two trial pits and one borehole advanced [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:31: 31 samples of Made Ground collected from 110 trial pits and 10 boreholes located across the site [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:33: Made Ground. A further two boreholes are located within th e TLRS Area: one screened across [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:33: Dissolved aliphatic and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02 [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:41: Previous assessment has identified a Medium risk of UXO for borehole and excavation [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:48: 38 The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes, CQA [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF]]:30:G4.23 Five borehole records within the east of the site from Geoindex (NZ52SW131/A-D and [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF]]:34: abstraction boreholes that are used for public water supply (see below), to help monitor the risk [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF]]:34: public water supply boreholes. The site does not lie within a defined SPZ, nor is within 5 km of [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Decision Notice 0819.pdf|R-2020-0819-ESM-Decision Notice 0819.pdf]]:5: i. Archaeological interpretation of all borehole and trenching data [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-R-2020-0819-ESM-Archaeological Advice, Dorman Point Site R-2020-0819-ESM.pdf|R-2020-0819-ESM-R-2020-0819-ESM-Archaeological Advice, Dorman Point Site R-2020-0819-ESM.pdf]]:4:B.1 Before remediation or development commences, archaeological interpretation of all borehole [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF]]:46: (i) Before remediation or development commences, archaeological evaluation of borehole [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF]]:46: borehole/trenching data, or observed during the initial survey [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:3: Works undertaken have comprised desk study, trial pitting, advancement of boreholes, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:9:pitting, the advancement of boreholes, installation of monitoring wells, geo-environmental analytical testing [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|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 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|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. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:18:investigation. Observations made can be found on the borehole and trial pit logs in Appendix E Pertinent [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:40: BOREHOLE LOCATION [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:41: SYMBOLS FOR BOREHOLES, TRIAL PITS AND [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:47:9. A scheme for managing and/or decommissioning any borehole installed for [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:47: scheme shall provide details of how redundant boreholes are to be [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:47: decommissioned and how any boreholes that need to be retained, post- [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:47: REASON: To ensure that redundant boreholes are safe and secure, and do [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:69: Borehole No. F-BH128 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:69: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:69: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:69: Insp. Pit 0.25 27-07-2022 09:40 0.25 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:69: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:70: Borehole No. F-BH128 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:70: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:70: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:70: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:70: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:71: Borehole No. F-BH128 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:71: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:71: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:71: 194 15.00 28-07-2022 15:00 18.00 18.00 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:71: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:72: Borehole No. F-BH128 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:72: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:72: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:72: 29-07-2022 12:10 24.00 24.00 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:72: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:73: Borehole No. F-BH128 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:73: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:73: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:73: 146 30.00 01-08-2022 14:30 30.00 30.00 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:73: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:74: Borehole No. F-BH128 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:74: End of Borehole 30.00 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:74: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:74: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:74: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:74: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:75: Borehole No. F-BH124 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:75: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:75: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:75: Insp. Pit 0.19 28-07-2022 15:30 0.19 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and progressed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:75: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:76: Borehole No. F-BH124 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:76: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:76: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:76: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and progressed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:76: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:77: Borehole No. F-BH124 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:77: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:77: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:77: 01-08-2022 17:00 13.50 13.50 1.10 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and progressed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:77: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:78: Borehole No. F-BH124 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:78: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:78: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:78: 178 16.50 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and progressed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:78: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:79: Borehole No. F-BH124 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:79: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:79: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:79: 02-08-2022 17:20 24.00 24.00 2.10 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and progressed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:79: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:80: Borehole No. F-BH124 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:80: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:80: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:80: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and progressed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:80: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:81: Borehole No. F-BH124 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:81: End of Borehole 34.00 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:81: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:81: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:81: 146 34.00 03-08-2022 17:00 34.00 34.00 1.20 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and progressed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:81: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:82: Borehole No. F-BH125 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:82: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:82: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:82: Insp. Pit 0.05 04-08-2022 10:00 0.05 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:82: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:83: Borehole No. F-BH125 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:83: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:83: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:83: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:83: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:84: Borehole No. F-BH125 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:84: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:84: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:84: 178 15.00 04-08-2022 17:00 13.50 13.00 2.90 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:84: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:85: Borehole No. F-BH125 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:85: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:85: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:85: 08-08-2022 16:30 19.50 15.00 3.18 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:85: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:86: Borehole No. F-BH125 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:86: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:86: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:86: 09-08-2022 17:00 24.00 22.50 2.90 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:86: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:87: Borehole No. F-BH125 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:87: End of Borehole 29.20 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:87: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:87: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:87: 146 27.60 10-08-2022 17:00 29.20 27.60 2.70 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:87: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:88: Borehole No. F-BH119 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:88: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:88: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:88: Insp. Pit 0.20 09-08-2022 10:00 0.20 3. SO/RC borehole advanced via Sonic drilling to 13.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:88: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:89: Borehole No. F-BH119 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:89: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:89: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:89: 3. SO/RC borehole advanced via Sonic drilling to 13.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:89: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:90: Borehole No. F-BH119 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:90: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:90: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:90: 194 13.50 09-08-2022 17:00 12.00 12.00 1.60 3. SO/RC borehole advanced via Sonic drilling to 13.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:90: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:91: Borehole No. F-BH119 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:91: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:91: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:91: 3. SO/RC borehole advanced via Sonic drilling to 13.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:91: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:92: Borehole No. F-BH119 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:92: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:92: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:92: 3. SO/RC borehole advanced via Sonic drilling to 13.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:92: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:93: Borehole No. F-BH119 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:93: End of Borehole 28.50 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:93: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:93: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:93: 146 28.50 10-08-2022 17:00 25.50 25.50 3.00 3. SO/RC borehole advanced via Sonic drilling to 13.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:93: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:94: Borehole No. F-BH116 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:94: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:94: 0.60m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:94: 300 0.21 16-08-2022 14:15 0.21 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:94: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:95: Borehole No. F-BH116 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:95: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:95: 0.60m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:95: 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:95: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:96: Borehole No. F-BH116 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:96: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:96: 0.60m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:96: 02-09-2022 12:00 10.50 10.50 4.80 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:96: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:97: Borehole No. F-BH116 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:97: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:97: 0.60m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:97: 194 16.50 05-09-2022 14:45 16.50 16.50 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:97: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:98: Borehole No. F-BH116 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:98: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:98: 0.60m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:98: 06-09-2022 12:45 25.00 25.00 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:98: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:99: Borehole No. F-BH116 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:99: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:99: 0.60m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:99: 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:99: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:100: Borehole No. F-BH116 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:100: End of Borehole 31.00 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:100: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:100: 0.60m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:100: 146 31.00 07-09-2022 14:30 31.00 31.00 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:100: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:101: Borehole No. F-BH115 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:101: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:101: 0.30m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:101: 300 0.18 16-08-2022 14:00 0.18 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:101: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:102: Borehole No. F-BH115 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:102: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:102: 0.30m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:102: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:102: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:103: Borehole No. F-BH115 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:103: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:103: 0.30m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:103: 194 15.00 25-08-2022 17:15 12.00 12.00 2.60 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:103: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:104: Borehole No. F-BH115 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:104: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:104: 0.30m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:104: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:104: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:105: Borehole No. F-BH115 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:105: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:105: 0.30m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:105: 30-08-2022 15:30 24.00 24.00 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:105: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:106: Borehole No. F-BH115 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:106: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:106: 0.30m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:106: 146 30.00 31-08-2022 17:30 30.00 30.00 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:106: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:107: Borehole No. F-BH115 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:107: End of Borehole 31.50 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:107: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:107: 0.30m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:107: 131 31.50 01-09-2022 09:15 31.50 31.50 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:107: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:108: Borehole No. F-BH114 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:108: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:108: 0.55m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:108: 300 0.20 15-09-2022 14:30 0.20 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:108: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:109: Borehole No. F-BH114 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:109: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:109: 0.55m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:109: 16-09-2022 17:30 9.00 9.00 4.49 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:109: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:110: Borehole No. F-BH114 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:110: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:110: 0.55m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:110: 194 15.00 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:110: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:111: Borehole No. F-BH114 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:111: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:111: 0.55m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:111: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:111: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:112: Borehole No. F-BH114 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:112: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:112: 0.55m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:112: 20-09-2022 16:30 23.00 23.00 1.23 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:112: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:113: Borehole No. F-BH114 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:113: End of Borehole 29.00 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:113: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:113: 0.55m bgl on hard stratum. Permission granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:113: 146 29.00 21-09-2022 14:15 29.00 29.00 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:113: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:114: Borehole No. F-BH120 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:114: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:114: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:114: Insp. Pit 0.30 02-08-2022 12:00 0.30 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:114: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:115: Borehole No. F-BH120 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:115: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:115: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:115: 02-08-2022 17:15 9.00 9.00 1.60 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:115: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:116: Borehole No. F-BH120 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:116: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:116: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:116: 194 15.00 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:116: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:117: Borehole No. F-BH120 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:117: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:117: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:117: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:117: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:118: Borehole No. F-BH120 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:118: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:118: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:118: 03-08-2022 17:15 22.50 15.00 1.00 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:118: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:119: Borehole No. F-BH120 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:119: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:119: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:119: 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:119: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:120: Borehole No. F-BH120 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:120: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:120: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:120: 04-08-2022 17:00 34.50 34.50 1.20 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:120: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:121: Borehole No. F-BH120 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:121: End of Borehole 39.00 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:121: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:121: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:121: 146 39.00 05-08-2022 12:30 39.00 39.00 1.20 3. SO/RC borehole advanced via Sonic drilling to 15.00m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:121: 7. Borehole installed with an 80mm internal diameter standpipe to 30.00m bgl upon [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:122: Borehole No. F-BH102 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:122: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:122: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:122: Insp. Pit 1.00 08-09-2022 16:15 0.90 0.90 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:123: Borehole No. F-BH102 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:123: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:123: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:123: 09-09-2022 11:30 9.00 9.00 5.10 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:124: Borehole No. F-BH102 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:124: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:124: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:124: 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:125: Borehole No. F-BH102 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:125: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:125: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:125: 194 16.50 12-09-2022 17:00 16.50 16.50 6.20 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:126: Borehole No. F-BH102 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:126: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:126: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:126: 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:127: Borehole No. F-BH102 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:127: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:127: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:127: 13-09-2022 17:00 27.00 27.00 1.60 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:128: Borehole No. F-BH102 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:128: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:128: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:128: 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:129: Borehole No. F-BH102 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:129: End of Borehole 39.00 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:129: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:129: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:129: 146 39.00 14-09-2022 16:30 36.00 36.00 1.30 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:130: Borehole No. F-BH104 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:130: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:130: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:130: Insp. Pit 0.18 16-08-2022 17:00 0.18 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:130: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:131: Borehole No. F-BH104 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:131: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:131: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:131: 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:131: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:132: Borehole No. F-BH104 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:132: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:132: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:132: 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:132: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:133: Borehole No. F-BH104 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:133: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:133: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:133: 194 16.50 17-08-2022 17:30 16.50 16.50 5.60 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:133: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:134: Borehole No. F-BH104 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:134: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:134: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:134: 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:134: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:135: Borehole No. F-BH104 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:135: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:135: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:135: 18-08-2022 17:30 29.50 29.50 5.60 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:135: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:136: Borehole No. F-BH104 [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:136: End of Borehole 32.00 m [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:136: Strike Flow Remarks Hole Dia Depth of Date Time Hole Casing Water 1. Sonic/Rotary Core (SO/RC) borehole located in the Main Site area of Teesworks, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:136: granted to progress borehole via Sonic drilling. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:136: 146 32.00 19-08-2022 10:00 32.00 32.00 3. SO/RC borehole advanced via Sonic drilling to 16.50m bgl, and completed via Rotary [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:136: 7. Borehole backfilled with bentonite pellets and arisings upon completion. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-DECISION NOTICE.pdf|R-2023-0277-CD-DECISION NOTICE.pdf]]:4:9. A scheme for managing and/or decommissioning any borehole installed for [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-DECISION NOTICE.pdf|R-2023-0277-CD-DECISION NOTICE.pdf]]:4: scheme shall provide details of how redundant boreholes are to be [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-DECISION NOTICE.pdf|R-2023-0277-CD-DECISION NOTICE.pdf]]:4: decommissioned and how any boreholes that need to be retained, post- [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-DECISION NOTICE.pdf|R-2023-0277-CD-DECISION NOTICE.pdf]]:4: REASON: To ensure that redundant boreholes are safe and secure, and do [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF]]:32:G4.34 There are four borehole records within the site boundary (NZ52SE13551/13-14, NZ52SE127, [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF]]:32: NZ52SE156). Borehole records indicate that deposits of Made Ground (brick, rubble and clay) [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF]]:33: boreholes) [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF]]:36:G4.44 Borehole records within the site infer the water table is approximately 2.7mbgl, which would [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF]]:36: abstraction boreholes that are used for public water supply (see below), to help monitor the risk [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF]]:36: public water supply boreholes. The site does not lie within a defined SPZ, nor is within 5 km of [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF]]:20: boreholes using shell and auger (cable percussive) [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF]]:21: Six cable percussive boreholes, three of which [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF]]:21: Eight boreholes and 46 trial pits [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF]]:23:H4.27 Based on available BGS borehole data the made ground thickness is variable ranging from [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF]]:23: Saltburn railway line are available from 1975 together with localised boreholes along the Hot [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF]]:23: Metal Route. These prove slag to depths of over 6.0m in some locations with some boreholes [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF]]:23: Blown Sand deposits towards the south of the site. The limited historic borehole data suggests [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF]]:23: sand and stony clay. Based on 1975 borehole data, the whole area is in turn underlain by Glacial [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF]]:23: limestone concretions throughout. The limited borehole data suggest the solid geology (in the [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:9:  Arcadis, The Former SSI Steelworks, Redcar: Replacement Cle3/8 Landfill Boreholes CQA Validation [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25: Tees Industrial Area- Site C-  Advancement of six boreholes to depths of between 18.70m BGL (BH-C04) and [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25: However, in borehole BHC6, the made ground was found to extend down to 10.0m below ground. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:25:  11 boreholes to up to 10m. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:26: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:26: 3 Boreholes, BH2B1 to BH2B3, were excavated at south bank oil farm. (this was a variation agreed [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:26: with the EA to the scope in the 2004 report. The boreholes were to a maximum depth of 13m and [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:27: Landfill Boreholes CQA material and was owned by TATA Steel Limited. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:27: perimeter of the CLE 3/8 landfill. All three boreholes lie within the current site. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:27: metal debris and blast furnace wastes. The Made ground is very hard and typically boreholes have [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:30: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:30: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:31: black 12m BGS borehole Aquifer narrow band [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:41: carried out within the site comprised 3 exploratory holes (2 trial pits, 1 borehole). [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:44: 2011  13 cable percussion boreholes to up to 10.2m depth; [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:44:  15 window sample boreholes; [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:44: A previous investigation (Contamination Consultants, 2007) comprised 8 boreholes and 13 trial [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:45: holes, 8 boreholes, sampling of spoils and waters, chemical testing and gas monitoring. The [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:46: Gas monitoring of boreholes was carried out, and the results of the monitoring indicated that the [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: A number of borehole records are available on the BGS GeoIndex web portal, [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: The findings of these boreholes generally concur with the published mapping and [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: Borehole 26/R [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: strine to stiff brown silty Strata in some boreholes. Thin layer [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: partings of sand. in Borehole 26/O. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: many boreholes [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:49: Weathered Stiff to hard grey 0.45 – 1.5 4.6 – 11.35 4.60 to Secondary Base not proven in Borehole [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:63: typically BGS Borehole [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:63: firebricks, BGS Borehole [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:64: Deposits deposits of BGS borehole Undifferentiated south east of River [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:64: sand layers BGS borehole [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:64: lacustrine clayey BGS borehole Strata [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:83: Data reviewed included Enviros 2004 ground investigations, which comprised 2 boreholes and 10 [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:83: one borehole location. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: - Intrusive investigation comprising 40 trial pits and 9 boreholes in the former Redcar Iron [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: works area, and 40 trial pits and 5 boreholes on the Warrenby Landfill area. A further 5 [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: boreholes were proposed on the remainder of the site. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: - Further desk based research on borehole logs, halite mineral rights, permit review and [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:84: - Intrusive investigation comprising 9 boreholes, 35 trial pits, geophysical survey and [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:85: Four monitoring boreholes are Phase 2 were subject to additional monitoring. Control levels were [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF|R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF]]:10:Deposits and Glacial Till based on data from historic boreholes in the vicinity of the MPA. [[this>Teesworks/Planning/R-2023-0227-CD/R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf|R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf]]:3: evaluation of borehole and trenching data [[this>Teesworks/Planning/R-2023-0227-CD/R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf|R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf]]:3: remains of high significance suggested by the borehole/trenching data,