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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

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

EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:34: boreholes and ground water monitoring

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

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

EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:52: • Archaeological review of geotechnical borehole logs

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

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,

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

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

EN010103-000910-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.

EN010103-001743-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 17 - June 2022.pdf:9:Borehole : MS/BH11

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

EN010103-002424-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

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

EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf:18: Figure 10.4: BGS Boreholes

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:13:is difficult to locate the boreholes referred to in the report.

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:15:Furthermore, the risk associated with the borehole density (pathways and

EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:15:all boreholes are vertical and thus additional boreholes may need to be included

EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:19: Figure 10.4: BGS Boreholes Rev. 2.0

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

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

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

EN010103-001182-NZT EL (12).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (12).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (12).pdf:77: Boreholes

EN010103-001182-NZT EL (12).pdf:92: Boreholes

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

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

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

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

EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:33:Borehole Map - Slice E

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

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

EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:132:Borehole Map - Slice D

EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:21: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 –

EN010103-000911-NZT DCO 6.3 ES Vol II Cover and Contents.pdf:4: Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (5).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (5).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (5).pdf:77: Boreholes

EN010103-001182-NZT EL (5).pdf:92: Boreholes

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

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:123:9.3.1 Groundwater level, as measured in an observation borehole, reflects the

EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:124: Mudstone (e.g. BGS Borehole ID 718374, NGR NZ 56627 25778), which

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

EN010103-001570-NZT DCO 8.28 - Anglo American plc SoCG - May 2022.pdf:6: Management Licence EAWML60092)). Monitoring boreholes are located

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

EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:182: “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs,

EN010103-001182-NZT EL (6).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (6).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (6).pdf:77: Boreholes

EN010103-001182-NZT EL (6).pdf:92: Boreholes

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

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

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

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

EN010103-001344-NZT DCO 7.8.2 ES Addendum Vol II Cover and Contents.pdf:3:Figure 10.4 BGS Boreholes

EN010103-002583-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes Nov 2022 (D12).pdf:1: BGS Borehole (Depth m)

EN010103-002583-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes Nov 2022 (D12).pdf:1: BGS BOREHOLES

EN010103-000954-NZT DCO 6.3.30 ES Vol II Figure 10-4 BGS Boreholes.pdf:1: BGS Borehole (Depth m)

EN010103-000954-NZT DCO 6.3.30 ES Vol II Figure 10-4 BGS Boreholes.pdf:1: BGS BOREHOLES

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

EN010103-000813-NZT DCO 1.2 - Application Guide.pdf:17: Figure 10.4: BGS Boreholes

EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:28: • Archaeological review of geotechnical borehole logs

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

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

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:52: redundant boreholes are to be decommissioned in order to prevent risk of groundwater

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:52: pollution, how any boreholes that need to be retained for monitoring purposes will be

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

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

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

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

EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:198: and maintenance of boreholes BH0622, BH0627, BH0628; and

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

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

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

EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:114:Borehole Map - Slice G

EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf:2: To name but a few, there are numerous boreholes for groundwater monitoring,

EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf:4:are numerous boreholes provisions remain relevant pipeline corridor does not

EN010103-002649-NTL Letter to Planning Inspectorate Deadline 13 Various matters EN010103 07.11.22v2.pdf:22: but a few, there are numerous boreholes for groundwater monitoring

EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:17: Effectan. A requirement for d mmitigation for borehole collapse

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

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

EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:44:Borehole Map - Slice H

EN010103-001182-NZT EL.pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL.pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL.pdf:77: Boreholes

EN010103-001182-NZT EL.pdf:92: Boreholes

EN010103-000013-EN010103_Scoping Opinion.pdf:71:surface water source e.g. a stream, or from underground strata (via borehole or

EN010103-000013-EN010103_Scoping Opinion.pdf:133:such as wells, boreholes and water abstraction points.

EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:22: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 –

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

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

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

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

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

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

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:51: redundant boreholes are to be decommissioned in order to prevent risk of groundwater

EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:51: pollution, how any boreholes that need to be retained for monitoring purposes will be

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

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

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

EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf:18: Figure 10.4: BGS Boreholes Rev. 2.0

EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:21: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 –

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

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:51: redundant boreholes are to be decommissioned in order to prevent risk of groundwater

EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:51: pollution, how any boreholes that need to be retained for monitoring purposes will be

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

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

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,

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.

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

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

EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:127:Borehole Map - Slice C

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

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

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

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

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

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

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

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

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

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

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:43: Location: Borehole X 2

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

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

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

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

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

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

EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:152:Borehole Map - Slice B

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

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

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:14:BH Borehole

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

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;

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

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

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

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

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

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

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:

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:Downhole groundwater level divers were installed in 7 borehole installations, details of which are presented in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:36:Vibrating wire piezometers (VWPs) were installed in 5 borehole installations, details of which are presented in

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:39:7 gas monitoring standpipes were installed within the Made Ground in selected boreholes. Three ground gas

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

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

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.

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,

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

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:Groundwater level measurements taken from a number of boreholes, vibrating wire piezometers and standpipe

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:beneath the site. The boreholes and piezometers have been equipped with automatic water level transducers

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:51:the boreholes and piezometers show that groundwater is present in all the geological units, as discussed in Section

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:boreholes and piezometers. Figure 8.4 to Figure 8.9 show the first, second and third rounds of the groundwater

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:groundwater level (m OD) measurements recorded from each borehole and piezometer over the monitoring period

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:52:Made Ground: Made Ground (d4) was encountered in all the boreholes across the site, with piezometers installed

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:53:Borehole Recording Instrument Groundwater level

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:54:out at the site on selected boreholes following additional well development activities completed in September 2021.

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

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

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

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

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

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

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

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

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

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:82:However, no groundwater monitoring boreholes were drilled within this area of the site as part of the previous

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:due to access constraints. As there were also no boreholes/monitoring wells drilled/installed as part of the previous

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:no down gradient boreholes to allow assessment of potential migration of groundwater off site. Therefore,

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:additional boreholes within the north west corner of the site (if possible) would be beneficial to assess

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

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.

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

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

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

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

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.

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

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:119: to able to fully assess the potential for migration of groundwater off site. Therefore, additional boreholes within

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:120:Formation was encountered in all exploratory boreholes. The weathered top is indicated to be present to depths of

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:129: Sonic Drilled Borehole

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:130: Sonic Drilled Borehole

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:131: Sonic Drilled Borehole

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:132: Sonic Drilled Borehole

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

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:178: Boreholes

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:179: Boreholes

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:180: Borehole

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:181: Boreholes

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

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:Therefore, based on the initial groundwater contour plots, there are no down gradient boreholes to able to fully assess

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:269:the potential for migration off site. Additional boreholes within the northwest corner of the site (if able to be undertaken)

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

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

EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf:19: Figure 10.4: BGS Boreholes Rev. 2.0

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

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:115: underscored. Furthermore, the risk associated with the borehole

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

EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:132: EA (March 2009) indicate elevated carbon dioxide levels at boreholes

EN010103-000005-EN010103_Scoping Report.pdf:45: British Geological Survey (BGS) borehole records and geological maps indicate that

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

EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:22: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 –

EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:4: managing or otherwise decommissioning any boreholes installed for the investigation of soils,

EN010103-001182-NZT EL (7).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (7).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (7).pdf:77: Boreholes

EN010103-001182-NZT EL (7).pdf:92: Boreholes

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

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

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

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

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

EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:44: any boreholes installed for the investigation of soils, groundwater or geotechnical purposes.

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:80:For Borehole information please refer to the Borehole .csv file which

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

EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:80:Borehole Map - Slice B

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

EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:182: “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs,

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:3: Table 4: Borehole Summary ……………………………………………………………………………..10

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:4: Historical Borehole Condition Survey 8

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

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:12:Table 4: Borehole Summary

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:15:site works monitoring groundwater samples were taken from all boreholes using low flow techniques. Water

EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf:15:borehole using a compressor and associated pipework, with all extracted water collected and stored in

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.

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

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

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

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.

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.

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

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

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:

EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:31: as thrust boring or directionally drilled boreholes may be feasible. Both boring

EN010103-001182-NZT EL (11).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (11).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (11).pdf:77: Boreholes

EN010103-001182-NZT EL (11).pdf:92: Boreholes

EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:22: 6.3.30 Figure 10.4: BGS Boreholes - September2022 –

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:626: Table 2.3 Borehole information …………………………………………………………………………………….. 12

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

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

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

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.

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

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

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:634:Table 2.3 Borehole information

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:634: Borehole Easting (m) Northing (m) Ground level Groundwater level

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:634: 1. The coordinates and ground level of the boreholes have been provided by Allied Exploration &

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:634: Geotechnics Ltd. For MS/BH07 and MS/BH11 this is based on borehole specific groundwater

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:637: the borehole preparation on local fracturing whilst Gur is more representative of the rock

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

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

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

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

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

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

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.

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

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.

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

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:

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.

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

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

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

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.

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:693:Table 3 Borehole location information

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:693: Borehole Easting (m) Northing (m) Ground level Groundwater

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:693: 1. The coordinates and ground level of the boreholes have been provided by Allied Exploration &

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:693: Geotechnics Ltd. For MS/BH07 and MS/BH11 this is based on borehole specific groundwater

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:696:Figure 1 All tests on common axes – All boreholes

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:697: All boreholes

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:698:Borehole : MS/BH06

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:719:Borehole : MS/BH06

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:740:Borehole : MS/BH07

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:757:Borehole : MS/BH07

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:782:Borehole : MS/BH09

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:800:Borehole : MS/BH09

EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:821:Borehole : MS/BH11

EN010103-001182-NZT EL (10).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (10).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (10).pdf:77: Boreholes

EN010103-001182-NZT EL (10).pdf:92: Boreholes

EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:2: monitoring boreholes and validation records.

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

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

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

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:6: a borehole 11m bgl]. party Infrastructure. design.

EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8: recorded on the borehole magnetometer probing at

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

EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:283: or influx of groundwater penetration into the borehole

EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:284: Breakouts may also occur where man made features are present (e.g. old SI boreholes). In the event of

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

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

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-

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

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

EN010103-001758-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 2 - June 2022.pdf:30:Historical Borehole Condition Survey

EN010103-001182-NZT EL (13).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (13).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (13).pdf:77: Boreholes

EN010103-001182-NZT EL (13).pdf:92: Boreholes

EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:19: Figure 10.4: BGS Boreholes Rev. 2.0

EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:22: 6.3.30 Figure 10.4: BGS Boreholes - November 2022

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,

EN010103-001182-NZT EL (9).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (9).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (9).pdf:77: Boreholes

EN010103-001182-NZT EL (9).pdf:92: Boreholes

EN010103-002425-Deadline 11 NTG Submission Deadline 11 - Various matters.pdf:9:positions. There are numerous boreholes for ground water monitoring

EN010103-002425-Deadline 11 NTG Submission Deadline 11 - Various matters.pdf:21:monitoring, oversight on the installation of any boreholes and ground water

EN010103-001182-NZT EL (3).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (3).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (3).pdf:77: Boreholes

EN010103-001182-NZT EL (3).pdf:92: Boreholes

EN010103-001182-NZT EL (2).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (2).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (2).pdf:77: Boreholes

EN010103-001182-NZT EL (2).pdf:92: Boreholes

EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:22: 6.3.30 Figure 10.4: BGS Boreholes - November 2022

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

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

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

EN010103-001852-6.3.123a - ES Figure 18-4 - June 2022(D3).pdf:1: BGS Borehole (Depth m)

EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf:1:Bunter Outcrop Borehole

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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.

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

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

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

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

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

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

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

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

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.

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

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

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

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

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

EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf:21: Well type Shallow geotechnical borehole

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf:45: borehole

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

EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf:46: of NEP Bunter Outcrop Borehole

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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.

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.

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.

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

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

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

EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf:54: borehole.

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

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

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

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

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

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

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

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

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

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

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.

EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf:59: outcrop borehole location.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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.

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

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

EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf:74: 2.1.2 Borehole

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.

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

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

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

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

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

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

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

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

EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:42:Borehole Map - Slice I

EN010103-001360-NZTDCO 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes.pdf:1: BGS Borehole (Depth m)

EN010103-001360-NZTDCO 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes.pdf:1: BGS BOREHOLES

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.

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

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

EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:36:Borehole Map - Slice D

EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:22: 6.3.30 Figure 10.4: BGS Boreholes - November 2022

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

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

EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:119:Borehole Map - Slice F

EN010103-001974-Exolum Seal Sands.pdf:2: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30

EN010103-001974-Exolum Seal Sands.pdf:7: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30

EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:23: 6.3.30 Figure 10.4: BGS Boreholes - September2022 –

EN010103-001182-NZT EL (14).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (14).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (14).pdf:77: Boreholes

EN010103-001182-NZT EL (14).pdf:92: Boreholes

EN010103-001182-NZT EL (8).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (8).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (8).pdf:77: Boreholes

EN010103-001182-NZT EL (8).pdf:92: Boreholes

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

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

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

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

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

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

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

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

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

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

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

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:45: Location: Borehole

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

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

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

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

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:49: Location: Borehole

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:49: Location: Borehole X 2

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

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

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

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

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

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

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

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

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

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

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:55: Location: Borehole

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

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

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

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

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

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:58: Location: Borehole

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:59: Location: Borehole X 2

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

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

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

EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:133:Borehole Map - Slice F

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

EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:boreholes from the various rounds of monitoring with respective to groundwater

EN010103-002465-NTL Letter to Planning Inspectorate Deadline 12 various EN010103 01.11.22.pdf:3: but a few, there are numerous boreholes for groundwater monitoring

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:2:maintain boreholes and validatory records.

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:3: into account the monitoring boreholes, foundations, base of excavation,

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

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

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

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

EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:8: into account the monitoring boreholes, foundations, base of excavation,

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

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

EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:182: “apparatus” means any works, mains, pipes, wells, boreholes, tanks, service reservoirs,

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

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

EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:53:Borehole Map - Slice H

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

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

EN010103-001182-NZT EL (4).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (4).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (4).pdf:77: Boreholes

EN010103-001182-NZT EL (4).pdf:92: Boreholes

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

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

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

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:51: redundant boreholes are to be decommissioned in order to prevent risk of groundwater

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:51: pollution, how any boreholes that need to be retained for monitoring purposes will be

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

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

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

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

EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:192: and maintenance of boreholes BH0622, BH0627, BH0628; and

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

EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:22: 6.3.30 Figure 10.4: BGS Boreholes - September2022 –

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

EN010103-002262-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes September 2022(D8).pdf:1: BGS Borehole (Depth m)

EN010103-002262-NZT DCO 6.3.30 - ES Vol II Figure 10-4 BGS Boreholes September 2022(D8).pdf:1: BGS BOREHOLES

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

EN010103-001182-NZT EL (1).pdf:9: 6.3.30 ES Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (1).pdf:27: 6.3.30 Rev 2 ES Addendum Vol II Figure 10-4 BGS Boreholes

EN010103-001182-NZT EL (1).pdf:77: Boreholes

EN010103-001182-NZT EL (1).pdf:92: Boreholes

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

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

EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:58:Borehole Map - Slice E

EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:22: 6.3.30 Figure 10.4: BGS Boreholes - April 2022 –

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:2:Table 10A-5: Selected BGS Boreholes………………………………………………………. 10-36

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:2:Table 10A-6: BGS Boreholes …………………………………………………………………… 10-37

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:8: BGS BGS Boreholes

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:9:Factual Reports Exploration & Former Steelworks, Redcar – Advance Boreholes in

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

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

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

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:12: borehole at 11.0m depth, which was subsequently terminated.

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

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:12: 26 borehole installations included Mini-Diver instruments to provide

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

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

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

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

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:13: boreholes.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:13: standpipes) were installed in all seven boreholes. Instruments were

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

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;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:14: magnetometer at each borehole in the natural deposits;

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:16:10.6.33 Superficial soils, primarily identified from boreholes, comprised:

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:16:10.6.34 Blown sand was present in one borehole located in the Redcar Stores area

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

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

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

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

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

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:38: BGS Boreholes

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

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

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

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

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

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

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

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:39:Table 10A-5: Selected BGS Boreholes

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:39:No. Site Area Borehole number BGS Borehole reference

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

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

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

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).

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

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:40:Table 10A-6: BGS Boreholes

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

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

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:40:Borehole Name: Redcar Stage 2 3001

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

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:41:Borehole Name: Redcar Stage 2 3903A

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:41:Borehole Name: Redcar Steel Works, Tees T4

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:42:Borehole Name: Redcar Works

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:43:Borehole Name: Billingham Cooling Towers

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:44:Borehole Name: Seal Sands Industrial Development R

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:45:Borehole Name: ICI River Tees Tunnel Borings

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:45:Borehole: Wilton Tip Extension T271

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:46:(refer to this borehole for the Electrical Corridors).

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:46:Borehole Name: Foreshore Bire at Lackenby

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:47:Borehole Name: Wilton ICI 7a

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:48:Borehole Name: Redcar Stage 2 3001

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:49:Borehole Name: Foreshore Bire at Lackenby

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

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

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

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

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

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,

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

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

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

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

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

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).

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

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

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

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).

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

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

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

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

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

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

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

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

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

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

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

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

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:261: anomaly was found in a borehole

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262: recorded on the borehole logs, this

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:285: boreholes. To provide porewater pressure which runs

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:286: boreholes. To provide porewater pressure which runs

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:286: boreholes. To provide porewater pressure

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.

EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:287:BH – Borehole (sonic drilling with rotary follow on)

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

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

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

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

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

EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:241:Borehole Map - Slice G

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

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

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:12:Historical boreholes recorded varying groundwater strike levels at the Main Site of between 1.8m OD and 5.4m

EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:12:There are no publicly available borehole records published on the BGS Onshore Geoindex national borehole

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

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;

EN010103-002507-NZT DCO 7.15.2 - Third ES Addendum Volume II (Figures) - Nov 2022 (D12).pdf:4:Figure 10.4 BGS Boreholes

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

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

EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:65:Borehole Map - Slice A

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

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;

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

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

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

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:9: + - only proven in boreholes

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

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

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

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:10: • 18 No. sonic boreholes 11.7m to 20m depth

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

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

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

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

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.

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

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

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

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:12: Figure 2.1: Plan showing borehole and trial pit locations

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:14: Borehole Falling head Rising head Mean Maximum

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

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

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

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

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

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:16: ground levelbgl) in borehole BH03 on the northern edge of the site.

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)

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.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:17: Borehole

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

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.

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

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

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.

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

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

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

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.

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

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

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20:2.4.22 The highest TPH concentration in the groundwater was reported for borehole BH03S,

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:20: concentrations also were reported in the Tidal Flat Deposits in boreholes BH05S and

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

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

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

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.

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

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

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.

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:21: Deposits and in one borehole in the Redcar Mudstone;

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:25: active dewatering; a receptor such as groundwater, a borehole supply, watercourse;

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:29: the Proposed Development. Logs from boreholes in this area obtained from the BGS

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

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.

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

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

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:32: thiocyanate, cyanide and ammoniacal nitrogen. In borehole LF/BH01, mercury

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

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:37: However, based on the results of groundwater quality samples from boreholes down

EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: monitoring boreholes on the northern boundary of the PCC Site and within the CO 2

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

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

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

EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:28: boreholes agreed with FEED

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.

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

EN010082-000012-Scoping Opinion.pdf:98:surface and groundwater, and drinking water supplies such as wells, boreholes and

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.

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

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

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

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

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:14: “ Pre-Existing SPMP Boreholes

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:14: Boreholes

EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:14: Borehole Location Plan

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

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

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

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

EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:177:Borehole Map - Slice A

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:6: 27th March Groundwater Monitoring Results for Boreholes MW1 to MW7, ‘VANTAGE’ Date

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:7: 2008 to 2013 Groundwater Monitoring Results from Boreholes 1 to 7, analysed by

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:9: Groundwater Monitoring Results for Boreholes MW1 to MW7, ‘VANTAGE’ Date Range Summary Report, dated

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:9:27th March 2006 and Groundwater Monitoring Results from Boreholes 1 to 7, analysed by Northumbrian Water

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:11:results from monitoring of the seven (7) existing boreholes on site and were required to

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

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

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: x the soil investigation comprised drilling of up to thirteen (13) boreholes by window

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:27: x the groundwater investigation comprised drilling of up to six (6) boreholes by window

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:30:10/12/2008, 23/04/2009, 23/11/2009, 17/05/2010 and 15/04/2013. Not all boreholes were

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

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

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

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

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

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

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.

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

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:

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

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:PID readings are presented in the borehole logs in Annex B.1, and in groundwater is

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:A distinct groundwater strike was encountered in two (2) of the nineteen (19) boreholes

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:boreholes during drilling.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:49:A total of 27 soil samples obtained from 15 boreholes during the Phase II Intrusive

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68:sample boreholes, of which 12 were drilled to a maximum depth of 3.0m bgl and backfilled

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:68: x Groundwater strikes were encountered in two (2) of the nineteen (19) boreholes during

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:74: Annex B.1: Borehole Logs

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:78: End of Borehole at 5 m bgl.

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.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:78: Groundwater details: Borehole dry during drilling

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:79: End of Borehole at 5 m bgl.

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.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:80: End of Borehole at 5 m bgl.

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.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:81: Obstruction at 2.2m. Borehole terminated.

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.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:82: End of Borehole at 5 m bgl.

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.

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

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:84: End of Borehole at 5 m bgl.

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.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:85: End of Borehole at 5 m bgl.

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.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:86: End of Borehole at 3 m bgl.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:87: End of Borehole at 3 m bgl.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:88: End of Borehole at 3 m bgl.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:89: End of Borehole at 3 m bgl.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:90: End of Borehole at 3 m bgl.

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.

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

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:92: End of Borehole at 3 m bgl.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:93: Obstruction at 0.7m bgl. Borehole terminated.

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.

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.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:94: End of Borehole at 3 m bgl.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:95: End of Borehole at 3 m bgl.

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.

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

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:97: End of Borehole at 3 m bgl.

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:187: Figure 2 – Borehole Location Plan

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

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;

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

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

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).

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

EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:65: “Graphical representations of the groundwater monitoring data from boreholes

EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:100:surface and groundwater, and drinking water supplies such as wells, boreholes and

EN010082-000019-Scoping Report.pdf:61:A total of nineteen boreholes were drilled across the site, thirteen to 3 metres

EN010082-000019-Scoping Report.pdf:62:No borehole information has been provided in relation to the site at this stage;

EN010082-000019-Scoping Report.pdf:62:however, two BGS boreholes are recorded close to the western boundary of

EN010082-000019-Scoping Report.pdf:62:the Project site. A review of the borehole logs indicates that the typical

EN010082-000019-Scoping Report.pdf:62:brown stony clay/boulder clay to the full depth of each borehole (10 m bgl).

EN010082-000019-Scoping Report.pdf:63:hydrocarbons (TPH) in the nearest downgradient borehole did slightly

EN010082-000019-Scoping Report.pdf:63: “Graphical representations of the groundwater monitoring data from boreholes

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:33: Kirkleatham/Wilton area if the Westerdale gas borehole proves economic.

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

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

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

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

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:11: borehole database;

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

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:18: Borehole records

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.

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:18: Table 3-1 Summary of borehole log records

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

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

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

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:111:Borehole Map - Slice A

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

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

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:187:Borehole Map - Slice B

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

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

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:227:Borehole Map - Slice C

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

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

TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:259:Borehole Map - Slice D

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

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.

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

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

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:34: instrumentation installed in the boreholes over a tidal cycle.

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:35: boreholes.

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

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.

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:37: borehole using a standard dipmeter during fieldwork.

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:45:Borehole/Trial Pit No

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:48: Borehole Logs

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:51: BOREHOLE RECORD

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:51: Borehole

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:52: BOREHOLE RECORD

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:52: Borehole

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:52: End of Borehole at 38.70 m

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:57: BOREHOLE RECORD

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:57: Borehole

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:57: End of Borehole at 10.30 m

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

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:61: BOREHOLE RECORD

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:61: Borehole

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:61: End of Borehole at 31.10 m

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:63: BOREHOLE RECORD

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:63: Borehole

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:63: End of Borehole at 4.70 m

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

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:67: BOREHOLE RECORD

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:67: Borehole

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:68: BOREHOLE RECORD

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:68: Borehole

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:68: End of Borehole at 44.50 m

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:72: BOREHOLE RECORD

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:72: Borehole

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:72: (25,50) 34 End of Borehole at 33.90 m

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:74:SITE LOCATION: Bran Sands BOREHOLE NUMBER: BHP2 GEOLOGIST: IJN

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:75:SITE LOCATION: Bran Sands BOREHOLE NUMBER: BHP3 GEOLOGIST: IJN

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:76:SITE LOCATION: Bran Sands BOREHOLE NUMBER: BHP5B GEOLOGIST: IJN

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:77:SITE LOCATION: Bran Sands BOREHOLE NUMBER: BHP5B GEOLOGIST: IJN

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:155: Site Reference Borehole BHP3

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:156: Site Reference Borehole BHP3

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:157: Site Reference Borehole BHP3

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:158: Site Reference Borehole BHP3

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:159: Site Reference Borehole BHP3

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:160: Site Reference Borehole BHP4A

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:161: Site Reference Borehole BHP4A

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:162: Site Reference Borehole BHP4A

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:163: Site Reference Borehole BHP4A

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:164: Site Reference Borehole BHP4A

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:165: Site Reference Borehole BHP5B

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:166: Site Reference Borehole BHP5B

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:167: Site Reference Borehole BHP5B

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:168: Site Reference Borehole BHP5B

TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:169: Site Reference Borehole BHP5B

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

TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:5: Historical boreholes not

TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:5: Historical boreholes drilled

TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:5: York Potash borehole

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

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

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

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:15: borehole works at Dove’s the site’s immediate neighbours

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:27: The York Potash Project has local, Previous boreholes

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:42: boreholes to depths

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:3: Borehole Assessment

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:4: Borehole Assessment

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

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:5: Boreholes …………………………………………………………………………………………….. 9

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

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

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:6:Figure. 2 2014 borehole locations within the proposed Materials Handling Facility

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:6: borehole locations

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

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

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:7:borehole logs recovered from the area of the proposed Harbour Facility.

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

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

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

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

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

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

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

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

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

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

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

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

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:10: were also reviewed. These included publically available boreholes from the British

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:10: Geological Survey website (BGS November 2014), and boreholes taken from the

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

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:11: Boreholes

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:11:3.5 Five Borehole logs and accompanying photographs and geotechnical data

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:11: Table 1: Borehole locations

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:11: Borehole ID Easting Northing

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

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:11: the boreholes from proposed Harbour Facility. A summary of the sedimentary

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:11: sequence observed within the boreholes obtained from proposed Materials Handling

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

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

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

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).

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

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

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

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

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

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.

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

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

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,

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

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

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:14: most of the boreholes.

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

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

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

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

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

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

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

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

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

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

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

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,

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

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

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

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

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.

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:16: the majority of the 2014 boreholes.

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:16: the boreholes, BHP6, contained peat deposits of potential archaeological interest,

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

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:17: retained from the boreholes. These samples are predominantly ‘disturbed’ bagged

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

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

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:19: -on-Tees borehole locations 2014 vibrocore and borehole locations

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:20: borehole locations FIGURE TITLE

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:20: 2014 borehole locations within the

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:21:borehole locations

TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:21: map showing vibrocore and borehole

TR030002-000459-ES Section 24 References.pdf:1: British Geological Survey (BGS) - borehole logs accessed via the online viewer.

TR030002-000459-ES Section 24 References.pdf:2:and Borehole Assessment, November 2014

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:37: borehole logs are discussed in consultation with EH and the

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:65:subject to archaeological assessment (in the form of analysis of borehole / vibrocore logs).’

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:65:appropriate, borehole and vibrocore logs from any planned programme of geotechnical site

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

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

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:66:vibrocore and borehole logs in cases like this one:

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:109:surface and groundwater, and drinking water supplies such as wells, boreholes and

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:11: 10.3.30 From analysis of groundwater levels in boreholes surrounding the lagoon, it is estimated that the range

TR030002-000566-Doc 7.1 Planning Statement.pdf:67: extraction boreholes that connect to pipework which in turn connect to a

TR030002-000566-Doc 7.1 Planning Statement.pdf:67: to the leachate and ground gas monitoring boreholes at Bran Sands).

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

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

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

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

TR030002-000453-ES Section 18 Infrastructure.pdf:3:landfill gas extraction boreholes are installed. These are connected to horizontal

TR030002-000453-ES Section 18 Infrastructure.pdf:6: regarding the location of leachate and ground gas monitoring boreholes within and adjacent to the Bran

TR030002-000453-ES Section 18 Infrastructure.pdf:8: leachate monitoring boreholes and an array of landfill gas extraction boreholes. The landfill gas

TR030002-000453-ES Section 18 Infrastructure.pdf:8: extraction boreholes are connected to horizontal pipework which leads to a gas utilisation plant and

TR030002-000453-ES Section 18 Infrastructure.pdf:17: potential for reduced access to leachate and ground gas monitoring boreholes along the route of both

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

TR030002-000453-ES Section 18 Infrastructure.pdf:17: prevent access to monitoring boreholes on Bran Sands landfill. On this basis, no impact is predicted.

TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:11:(iv) Geo-archaeological assessment of vibrocore and borehole data,

TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:12:infrequent and slight and that further borehole survey is unlikely to locate

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

TR030002-000722-York Potash Limited 4.pdf:8:4.4. Significant ground gas concentrations have been recorded in boreholes adjacent to Bran Sands

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

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

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

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

TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:44: of the site. The site is also surrounded by a series of landfill gas migration/groundwater monitoring boreholes, external to the

TR030002-000450-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

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

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

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

TR030002-000450-ES Section 15 Archaeology and heritage.pdf:6: Borehole Assessment’ of logs generated by geote

TR030002-000450-ES Section 15 Archaeology and heritage.pdf:8: Vibrocore and Borehole Assessment’ (2014a) Archaeological and geoarchaeological potential

TR030002-000450-ES Section 15 Archaeology and heritage.pdf:11: 1 Vibrocore and Borehole Assessment, which assesses the archaeological / geoarchaeological

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

TR030002-000450-ES Section 15 Archaeology and heritage.pdf:12: and no peat or other organic remains were recorded from boreholes (AEG, 2011).

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

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

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

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

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

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.

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

TR030002-000450-ES Section 15 Archaeology and heritage.pdf:24:15.6.12 The geoarchaeological assessment of vibrocore and borehole data, undertaken by Cotswolds

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

TR030002-000450-ES Section 15 Archaeology and heritage.pdf:25: Cotswold Archaeology, who conducted the ‘Geoarchaeological Stage 1 Vibrocore and Borehole

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

TR030002-000450-ES Section 15 Archaeology and heritage.pdf:29: materials. All available borehole logs from programmes of onshore and offshore geotechnical

TR030002-000450-ES Section 15 Archaeology and heritage.pdf:29: penetration and no retained borehole samples included material from Unit 2 that would be

TR030002-000450-ES Section 15 Archaeology and heritage.pdf:29: within Unit 2, it cannot be guaranteed that further borehole survey would encounter these

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

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

TR030002-001856-Examining Authority’s Recommendation Report.pdf:167: in the harbour area in the vicinity of borehole BHP6 to identify and

TR030002-001856-Examining Authority’s Recommendation Report.pdf:168: borehole BHP6 to identify and analyse peat deposits. The scheme shall

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

TR030002-000893-160113 TR030002 MMO.pdf:1: the vicinity of borehole BHP6 to identify and analyse peat deposits. The

TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:9: DRILL 2 (NO) BOREHOLES

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

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

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,

TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:17: DRILL 2 (NO) BOREHOLES

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.

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

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

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

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:52: • BGS borehole logs and groundwater level data;

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:83: However, data from a later geotechnical borehole programme undertaken within Tees

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

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:83: subject to archaeological assessment (in the form of analysis of borehole / vibrocore

TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:84: appropriate, borehole and vibrocore logs from any planned programme of geotechnical

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

TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:65: the world. Amongst other things, YPL has commissioned an extensive borehole exploration

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

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

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

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:6: x Borehole logs accessed from the British Geological Survey (BGS) online viewer.

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

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:15: Borehole Location Monitoring period Scheduled tests

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17:6.4.37 A number of groundwater monitoring boreholes are present at and in the vicinity of the site. These

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: monitoring boreholes have been installed during several phases of investigation and monitoring is

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

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:17: Reference Number of monitoring boreholes and Summary results

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.

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

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

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18:Reference Number of monitoring boreholes and Summary results

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18: monitoring boreholes (BH06-07 and groundwater and estuarine water.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18: Exceedances were noted in both up and downgradient boreholes.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18: One borehole was converted to a

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:18: Four boreholes were converted to Ammoniacal nitrogen concentrations exceeded the UK drinking water

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: !´ !´ Groundwater Monitoring Boreholes (Grontmig)

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: !´ Groundwater Monitoring Boreholes (Dunelm)

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: !´ !´ Groundwater Monitoring Boreholes (Solmek Aug)

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: !´ Groundwater Monitoring Boreholes (Solmek Feb)

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19: Monitoring Boreholes

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:19:L:\Applications\YPL\MXDs\HarbourFacility_ES\Chapter6\Figure_6_2_GroundwaterBoreholes_RH_20150304.mxd

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21:6.4.38 Groundwater level data is available for boreholes drilled during 2014 by Dunelm (Dunelm, September

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: Borehole Location Monitoring strata/water body Reference

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

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:23: « Borehole (BH)

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

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

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:29: &< Borehole (BH)

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

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

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.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:31: Three of the boreholes were installed with combined groundwater and gas monitoring instruments.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:44:6.5.34 Significant gas concentrations have been recorded in boreholes adjacent to the landfill within the

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

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:50: • BGS borehole logs and groundwater level data;

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:81: However, data from a later geotechnical borehole programme undertaken within Tees

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

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:81: subject to archaeological assessment (in the form of analysis of borehole / vibrocore

TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:82: appropriate, borehole and vibrocore logs from any planned programme of geotechnical

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

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

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:35: borehole logs are discussed in consultation with EH and the

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).’

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

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

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

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:64:vibrocore and borehole logs in cases like this one:

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:107:surface and groundwater, and drinking water supplies such as wells, boreholes and

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:17:Figure 2.2 Location of York Potash Exploratory Boreholes ………………………………………. 11

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

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

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:29: quality worthy to explore in commercial terms. These boreholes confirmed

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

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

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

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:29: Figure 2.2 Location of York Potash Exploratory Boreholes

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

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:29: borehole evidence suggested was likely to continue southwards. YPL

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

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

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:37: Planning History for Exploratory Boreholes

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

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

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

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:122: Borehole Locations

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:124: and Borehole Locations

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:125: and Borehole Locations

TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:126: Borehole Locations

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

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

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:2:10 Mapped YPL Borehole Locations

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,

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

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

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

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

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

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

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

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

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,

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

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

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

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’

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

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

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

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.

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:21: only 63% purity because of borehole E3;

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:22:· Locations of YPL and relevant legacy boreholes;

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

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

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

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

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

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

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

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

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.

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

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:163: Mapped Location of Historical Boreholes in North

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:164:! Historical Borehole Locations

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:164:Historical Boreholes Minehead Alternative Site

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

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,

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,

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:169:1 BOREHOLE DATABASE

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

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

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

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

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.

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

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

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

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:178: Field, and boreholes, has never been published.

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

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,

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

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

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

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

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

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,

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

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

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

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

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

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

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

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

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).

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

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,

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

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

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

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

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 –

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

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

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

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

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

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

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

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%

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

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

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

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

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,

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

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

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

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

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

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

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

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

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;

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

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

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

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

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

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.

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

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

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

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;

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,

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.

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.

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:287: Mapped YPL Borehole Locations

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:288:! YPL Borehole Locations

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:288:YPL Boreholes Minehead Alternative Site

TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:288: 1. SM1 YPL Borehole Locations

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

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

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

TR030002-000701-Environment Agency.pdf:13:4.4. Significant ground gas concentrations have been recorded in boreholes adjacent to Bran Sands

TR030002-000434-ES Contents_index.pdf:15:Figure 6-2 Groundwater monitoring boreholes

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:40: BOREHOLES

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:46: Limited KIRKLEATHAM/WILTON AREA IF THE WESTERDALE GAS BOREHOLE PROVES ECONOMIC.

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:46: THIS PROPOSAL IS AT PRE-APPLICATION STAGE BUT WAS MENTIONED IN THE BOREHOLE

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:116:6.4.18 Borehole and soil classification data suggests that the sinking of the Mine shafts would generate some

TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:117:6.4.25 It is not envisaged (from borehole and geological information available) that the arising from the MTS

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

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

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

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

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

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:16:8 Mapped Location of Historic Boreholes in North Yorkshire

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:16:10 Mapped YPL Borehole Locations

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:23: issue, with the borehole and seismic evidence showing the mineral to be

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:24: beyond the National Park boundary in the absence of adequate borehole

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:25: 3 The NYMNPA’s comments regarding the lack of borehole analysis;

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:30: on historic borehole data; more recent borehole exploration work; and, seismic

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:30: Yorkshire coastline is largely derived from historical borehole data, which

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:31: Potash and polyhalite seams. The location of the historical boreholes is

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:31: presence of oil in the area. Assessment of this borehole revealed

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

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.

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:31: could be traced for 12km southwards to Atwick Borehole 1.

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:31: drilling of nine boreholes. Known as the “Lockton Series” these boreholes

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:31: exploratory borehole YP14 located between Cloughton and Staintondale and

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:32: identified polyhalite. A gas exploration borehole (CA) was drilled at Cloughton

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

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

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:32: onshore boreholes is provided at Appendix 8.

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:32: Table 4.1 Summary of Historical Borehole Evidence

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:32: Date Operator Location Borehole Polyhalite - Thickness of High

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:33: of Interest (AOI). This was built around the legacy borehole data available

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:34: information from around 100 km of historical borehole data along the North

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:35: faulted area. For example, the exploratory boreholes at Fordon and Atwick

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:35: the exploration targets, YPL instructed FWS to investigate potential borehole

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:35: established by the legacy boreholes to help define the largest and highest

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;

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:35: showing the YPL borehole drill locations is provided in Appendix 10.

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:35: expectations in terms of grade and thickness of the polyhalite. The boreholes

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:35: polyhalite previously identified by the ‘E’ series boreholes drilled at Eskdale.

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:35: Eskdale boreholes. In summary, polyhalite was identified within a 46.9m thick

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:36: YPL’s borehole sections through the Fordon Evaporite formation. This

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:36: polyhalite as demonstrated by the Lockton legacy boreholes and YPL’s own

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:36: intersections were reported in Lockton boreholes LE1, L3 and L7, no

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.

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:37: Table 4.2 YPL Borehole Results

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:37: Borehole Top of Thickness High Seam Comments

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:38: @ 73.13% boreholes.

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:38: Zone boreholes, where there is also localised overlap with the Basin seam.

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

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

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

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

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);

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:39: however based on borehole intersections offshore, the polyhalite deposit

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:41: historical and more recent borehole information; review the British Geological

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:43: ‘Lockton Series’ boreholes drilled in the 1940s and obtained from four legacy

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:44: and distribution of boreholes.

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

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

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:46: reviewing the available borehole information for the assessment area in the

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:46: borehole exploration. The following map indicates the Whitby target area and

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:46: distribution of boreholes.

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

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

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

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:48: area and distribution of boreholes.

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

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

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

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:71: undertake the borehole exploration work; secure the ownership of the land

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:83: potentially mining thickness is present in the west (boreholes E2 and E12);

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

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

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

TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:150: from borehole analysis (both recent and historic); British Geological Survey

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

NGCT_Final_ES at KK with figs.pdf:130: boreholes and trial pits from which soil samples were tested. An assessment was

NGCT_Final_ES at KK with figs.pdf:134: mitigation is proposed in the form of borehole analysis to ascertain whether important

NGCT_Final_ES at KK with figs.pdf:260: which comprised the sinking of 5 cable percussive boreholes and excavation of

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

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

NGCT_Final_ES at KK with figs.pdf:261: 3. The borehole and trial pit logs are presented in Appendix 4, detailing the nature

NGCT_Final_ES at KK with figs.pdf:261: boreholes and after purging of one to three well volumes of water. The results

NGCT_Final_ES at KK with figs.pdf:262: 8. Based on information provided in the borehole and trial pit logs, it is concluded

NGCT_Final_ES at KK with figs.pdf:262: material was present in all five boreholes to a minimum depth of 0.20 metres

NGCT_Final_ES at KK with figs.pdf:262: stratum thickens to the south of the site but was identified in all boreholes and

NGCT_Final_ES at KK with figs.pdf:262: boreholes 2 and 3 and mudstone, known to be the predominant underlying

NGCT_Final_ES at KK with figs.pdf:262: bedrock geology, was detected in borehole 1 at a depth of 6.10m.

NGCT_Final_ES at KK with figs.pdf:263: only at boreholes 1 and 3

NGCT_Final_ES at KK with figs.pdf:263: Borehole 1 and trial pit 1

NGCT_Final_ES at KK with figs.pdf:263: borehole 2 and 3.

NGCT_Final_ES at KK with figs.pdf:263: Borehole 1

NGCT_Final_ES at KK with figs.pdf:263: 12. Groundwater was struck during the installation of all of the five boreholes and

NGCT_Final_ES at KK with figs.pdf:263: between 2.0 metres (trial pit 8) and 6.9 metres (borehole 5).

NGCT_Final_ES at KK with figs.pdf:263: recorded within all five boreholes and five of the ten trial pits between 17th

NGCT_Final_ES at KK with figs.pdf:264: borehole BH02, where a negative (reducing) potential was recorded. However,

NGCT_Final_ES at KK with figs.pdf:267: sediment samples, taken from over water boreholes adjacent to the north north

NGCT_Final_ES at KK with figs.pdf:271: investigation at four boreholes and five trial pits, using a GA 94 infrared gas

NGCT_Final_ES at KK with figs.pdf:385: borehole data from the channel and berth area is examined to determine

NGCT_Final_ES at KK with figs.pdf:386: exist within the Tees channel. If borehole data indicates the existence of

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

IBPB8270R001F01_EIA REPORT(2).pdf:76:sampling at depth was not required due to ground conditions evidenced through borehole logs, recovered

IBPB8270R001F01_EIA REPORT(2).pdf:204:comprising the analysis of the marine vibrocore logs and boreholes from the Tees estuary (Cotswold

IBPB8270R001F01_EIA REPORT(2).pdf:204:Archaeology, 2014a). Estuarine alluvium and peat of possible mid-Holocene date were seen in boreholes

IBPB8270R001F01_EIA REPORT(2).pdf:204:none of the vibrocores reached a depth at which these deposits were encountered and no retained borehole

IBPB8270R001F01_EIA REPORT(2).pdf:204:England, Cotswold Archaeology concluded that it was not be guaranteed that further borehole survey would

IBPB8270R001F01_EIA REPORT(2).pdf:306:Borehole Assessment, November 2014

IBPB8270R001F01_EIA REPORT(2).pdf:591:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities

IBPB8270R001F01_EIA REPORT(2).pdf:591:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York

IBPB8270R001F01_EIA REPORT(2).pdf:591:Figure 5: Locations of Vibrocores and Boreholes Assessed by Cotswold Archaeology for the

IBPB8270R001F01_EIA REPORT(2).pdf:592:A programme of ground investigation for the York Potash project included vibrocores and boreholes. A

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

IBPB8270R001F01_EIA REPORT(2).pdf:597:A Geoarchaeological Stage 1 Vibrocore and Borehole Assessment was conducted in October and

IBPB8270R001F01_EIA REPORT(2).pdf:597:vibrocoring was undertaken and the vibrocore logs were analysed along with boreholes from the edge of

IBPB8270R001F01_EIA REPORT(2).pdf:597:the Tees Estuary. The locations of these boreholes are listed below (Table 1) and shown on Figure 5.

IBPB8270R001F01_EIA REPORT(2).pdf:597:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities Assessment (Cotswold Archaeology

IBPB8270R001F01_EIA REPORT(2).pdf:597: Vibrocore/Borehole ID Easting Northing

IBPB8270R001F01_EIA REPORT(2).pdf:598: Vibrocore/Borehole ID Easting Northing

IBPB8270R001F01_EIA REPORT(2).pdf:598:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York Potash Harbour Facilities Assessment

IBPB8270R001F01_EIA REPORT(2).pdf:598: boreholes

IBPB8270R001F01_EIA REPORT(2).pdf:598: Gravelly Sand and slightly silty Marine sediments/ Estuarine Up to 12m thick in boreholes,

IBPB8270R001F01_EIA REPORT(2).pdf:598:estuary / marshland. Coal was recorded within Unit 2 within borehole BHP3, between 16.7 and 18.2m. In

IBPB8270R001F01_EIA REPORT(2).pdf:598:context were recorded within borehole BHP6, between 20.8 and 21.8m. The development of peat within a

IBPB8270R001F01_EIA REPORT(2).pdf:598:None of the vibrocores reached a depth to which Unit 2 was encountered and no retained borehole

IBPB8270R001F01_EIA REPORT(2).pdf:598:would not be guaranteed that further borehole survey would encounter these deposits again and no

IBPB8270R001F01_EIA REPORT(2).pdf:602:A vibrocore and borehole survey undertaken for the YPL project revealed a single unit (Unit 2: Estuarine

IBPB8270R001F01_EIA REPORT(2).pdf:602: Stage 1: Integration of archaeological objectives into any planned borehole/vibrocore surveys:

IBPB8270R001F01_EIA REPORT(2).pdf:602: boreholes/vibrocores;

IBPB8270R001F01_EIA REPORT(2).pdf:602: Stage 2: Initial assessment of borehole/vibrocore logs:

IBPB8270R001F01_EIA REPORT(2).pdf:603:  Geoarchaeological assessment of vibrocores/boreholes by Cotswold Archaeology for the YPL

IBPB8270R001F01_EIA REPORT(2).pdf:610:Stage 1 Vibrocore and Borehole Assessment. Unpublished Report Ref. 14516.

IBPB8270R001F01_EIA REPORT(2).pdf:617:  Obstructions encountered during borehole or vibrocore surveys.

IBPB8270R001F01_EIA REPORT.pdf:76:sampling at depth was not required due to ground conditions evidenced through borehole logs, recovered

IBPB8270R001F01_EIA REPORT.pdf:204:comprising the analysis of the marine vibrocore logs and boreholes from the Tees estuary (Cotswold

IBPB8270R001F01_EIA REPORT.pdf:204:Archaeology, 2014a). Estuarine alluvium and peat of possible mid-Holocene date were seen in boreholes

IBPB8270R001F01_EIA REPORT.pdf:204:none of the vibrocores reached a depth at which these deposits were encountered and no retained borehole

IBPB8270R001F01_EIA REPORT.pdf:204:England, Cotswold Archaeology concluded that it was not be guaranteed that further borehole survey would

IBPB8270R001F01_EIA REPORT.pdf:306:Borehole Assessment, November 2014

IBPB8270R001F01_EIA REPORT.pdf:591:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities

IBPB8270R001F01_EIA REPORT.pdf:591:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York

IBPB8270R001F01_EIA REPORT.pdf:591:Figure 5: Locations of Vibrocores and Boreholes Assessed by Cotswold Archaeology for the

IBPB8270R001F01_EIA REPORT.pdf:592:A programme of ground investigation for the York Potash project included vibrocores and boreholes. A

IBPB8270R001F01_EIA REPORT.pdf:592:in the boreholes. However, due to the infrequent and slight nature of the peat deposit within this unit (Unit

IBPB8270R001F01_EIA REPORT.pdf:597:A Geoarchaeological Stage 1 Vibrocore and Borehole Assessment was conducted in October and

IBPB8270R001F01_EIA REPORT.pdf:597:vibrocoring was undertaken and the vibrocore logs were analysed along with boreholes from the edge of

IBPB8270R001F01_EIA REPORT.pdf:597:the Tees Estuary. The locations of these boreholes are listed below (Table 1) and shown on Figure 5.

IBPB8270R001F01_EIA REPORT.pdf:597:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities Assessment (Cotswold Archaeology

IBPB8270R001F01_EIA REPORT.pdf:597: Vibrocore/Borehole ID Easting Northing

IBPB8270R001F01_EIA REPORT.pdf:598: Vibrocore/Borehole ID Easting Northing

IBPB8270R001F01_EIA REPORT.pdf:598:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York Potash Harbour Facilities Assessment

IBPB8270R001F01_EIA REPORT.pdf:598: boreholes

IBPB8270R001F01_EIA REPORT.pdf:598: Gravelly Sand and slightly silty Marine sediments/ Estuarine Up to 12m thick in boreholes,

IBPB8270R001F01_EIA REPORT.pdf:598:estuary / marshland. Coal was recorded within Unit 2 within borehole BHP3, between 16.7 and 18.2m. In

IBPB8270R001F01_EIA REPORT.pdf:598:context were recorded within borehole BHP6, between 20.8 and 21.8m. The development of peat within a

IBPB8270R001F01_EIA REPORT.pdf:598:None of the vibrocores reached a depth to which Unit 2 was encountered and no retained borehole

IBPB8270R001F01_EIA REPORT.pdf:598:would not be guaranteed that further borehole survey would encounter these deposits again and no

IBPB8270R001F01_EIA REPORT.pdf:602:A vibrocore and borehole survey undertaken for the YPL project revealed a single unit (Unit 2: Estuarine

IBPB8270R001F01_EIA REPORT.pdf:602: Stage 1: Integration of archaeological objectives into any planned borehole/vibrocore surveys:

IBPB8270R001F01_EIA REPORT.pdf:602: boreholes/vibrocores;

IBPB8270R001F01_EIA REPORT.pdf:602: Stage 2: Initial assessment of borehole/vibrocore logs:

IBPB8270R001F01_EIA REPORT.pdf:603:  Geoarchaeological assessment of vibrocores/boreholes by Cotswold Archaeology for the YPL

IBPB8270R001F01_EIA REPORT.pdf:610:Stage 1 Vibrocore and Borehole Assessment. Unpublished Report Ref. 14516.

IBPB8270R001F01_EIA REPORT.pdf:617:  Obstructions encountered during borehole or vibrocore surveys.

Schedule 7 - Archaeological WSI.pdf:4:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities

Schedule 7 - Archaeological WSI.pdf:4:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York

Schedule 7 - Archaeological WSI.pdf:4:Figure 5: Locations of Vibrocores and Boreholes Assessed by Cotswold Archaeology for the

Schedule 7 - Archaeological WSI.pdf:5:A programme of ground investigation for the York Potash project included vibrocores and boreholes. A

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

Schedule 7 - Archaeological WSI.pdf:10:A Geoarchaeological Stage 1 Vibrocore and Borehole Assessment was conducted in October and

Schedule 7 - Archaeological WSI.pdf:10:vibrocoring was undertaken and the vibrocore logs were analysed along with boreholes from the edge of

Schedule 7 - Archaeological WSI.pdf:10:the Tees Estuary. The locations of these boreholes are listed below (Table 1) and shown on Figure 5.

Schedule 7 - Archaeological WSI.pdf:10:Table 1: Locations of Vibrocores and Boreholes Acquired for the York Potash Harbour Facilities Assessment (Cotswold Archaeology

Schedule 7 - Archaeological WSI.pdf:10: Vibrocore/Borehole ID Easting Northing

Schedule 7 - Archaeological WSI.pdf:11: Vibrocore/Borehole ID Easting Northing

Schedule 7 - Archaeological WSI.pdf:11:Table 2: Summary of Sedimentary Units Identified in Vibrocores and Boreholes for the York Potash Harbour Facilities Assessment

Schedule 7 - Archaeological WSI.pdf:11: boreholes

Schedule 7 - Archaeological WSI.pdf:11: Gravelly Sand and slightly silty Marine sediments/ Estuarine Up to 12m thick in boreholes,

Schedule 7 - Archaeological WSI.pdf:11:estuary / marshland. Coal was recorded within Unit 2 within borehole BHP3, between 16.7 and 18.2m. In

Schedule 7 - Archaeological WSI.pdf:11:context were recorded within borehole BHP6, between 20.8 and 21.8m. The development of peat within a

Schedule 7 - Archaeological WSI.pdf:11:None of the vibrocores reached a depth to which Unit 2 was encountered and no retained borehole

Schedule 7 - Archaeological WSI.pdf:11:would not be guaranteed that further borehole survey would encounter these deposits again and no

Schedule 7 - Archaeological WSI.pdf:15:A vibrocore and borehole survey undertaken for the YPL project revealed a single unit (Unit 2: Estuarine

Schedule 7 - Archaeological WSI.pdf:15: Stage 1: Integration of archaeological objectives into any planned borehole/vibrocore surveys:

Schedule 7 - Archaeological WSI.pdf:15: boreholes/vibrocores;

Schedule 7 - Archaeological WSI.pdf:15: Stage 2: Initial assessment of borehole/vibrocore logs:

Schedule 7 - Archaeological WSI.pdf:16:  Geoarchaeological assessment of vibrocores/boreholes by Cotswold Archaeology for the YPL

Schedule 7 - Archaeological WSI.pdf:23:Stage 1 Vibrocore and Borehole Assessment. Unpublished Report Ref. 14516.

Schedule 7 - Archaeological WSI.pdf:30:  Obstructions encountered during borehole or vibrocore surveys.

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

ASC-001-00006 A Seaton Channel MMO Application 2015.pdf:1: KEY TO BOREHOLES J89-5 to 15

R-2021-0674-NM-DECISION NOTICE.pdf:3: relevant borehole and vibrocore data

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

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

20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf:5: B34 – Borehole 34

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

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

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

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

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

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.

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

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

20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf:2: around borehole 34 be excluded based on sample results:

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

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

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

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

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

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

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

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-

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: Borehole records have been reviewed for the proposed

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:1: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:2: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:2: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:3: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:4: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:4: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:5: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:6: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:6: End of Borehole at 23.000m 23.00 PID

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:7: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:8: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:8: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:9: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:10: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:10: End of Borehole at 23.000m 23.00 PID

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:11: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:12: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:12: End of Borehole at 23.000m 23.00 PID

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:13: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:14: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:14: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:15: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:16: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:16: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:17: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:18: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:18: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:19: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:20: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:20: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:21: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:22: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:22: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:23: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:24: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:24: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:25: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:26: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:26: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:27: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:28: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:28: End of Borehole at 23.000m

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:29: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:30: Borehole Log

MLA_2020_00506-Final BH01-BH15 Logs-60.pdf:30: End of Borehole at 23.000m

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

MLA_2020_00506-MLV2 Options Paper - Final.pdf:3:3.1 Borehole Logs

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

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

MLA_2020_00506-MLV2 Options Paper - Final.pdf:4:Table 1 summarises the bottom of made ground levels for each borehole.

MLA_2020_00506-MLV2 Options Paper - Final.pdf:4: Borehole Made Ground Level (m CD)

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

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

MLA_2020_00506-MLV2 Options Paper - Final.pdf:5: Borehole Deepest Exclusion (mCD) in MMO

MLA_2020_00506-MLV2 Options Paper - Final.pdf:6: Borehole Made Ground MMO Suite PBDE Excavation Required

MLA_2020_00506-MLV2 Options Paper - Final.pdf:7: - Remove all made ground as identified in the borehole logs

MLA_2020_00506-MLV2 Options Paper - Final.pdf:7: o The material will be removed down to this level at the borehole where the

MLA_2020_00506-MLV2 Options Paper - Final.pdf:7: o and at the two adjacent boreholes

MLA_2020_00506-MLV2 Options Paper - Final.pdf:7: Borehole Required excavation level Proposed Excavation Level

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:7: ( Borehole

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,

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

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

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

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.

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:214: BH Borehole

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:242: BH = Borehole

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:387: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:390: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:393: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:396: BH = Borehole

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:400: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:402: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:404: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:407: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:410: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:413: BH = Borehole

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

MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:3:3.1 Borehole Logs

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

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

MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:4:Table 1 summarises the bottom of made ground levels for each borehole.

MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:4: Borehole Made Ground Level (m CD)

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

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

MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:5: Borehole Deepest Exclusion (mCD) in MMO

MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:6: Borehole Made Ground MMO Suite PBDE Excavation Required

MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:7: - Remove all made ground as identified in the borehole logs

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

MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:7: o and at the two adjacent boreholes

MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:7: Borehole Required excavation level Proposed Excavation Level

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’);

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

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

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

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

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

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

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

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-

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: Borehole records have been reviewed for the proposed

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;

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;

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

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

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

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

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

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

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)

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

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)

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

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

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

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

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

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

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

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

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:258:Table 3-1: Historical BGS borehole records

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:258: Borehole Depth (m bgl) Description

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259: Borehole Depth (m bgl) Description

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259:3.1.2 Previous ground investigations boreholes

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259:descriptions from the boreholes on and adjacent to the site is provided below.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259: Borehole Depth (m bgl) Description

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)

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270: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

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

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:101: BOREHOLE LOG

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:101: Project Business Division BOREHOLE No

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:102: BOREHOLE LOG

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:102: Project Business Division BOREHOLE No

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:103: BOREHOLE LOG

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:103: Project Business Division BOREHOLE No

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:104: BOREHOLE LOG

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:104: Project Business Division BOREHOLE No

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:108: -T22 D-B Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:109: @ BOREHOLES

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that

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)

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: Publicly available borehole records have been reviewed which indicate that

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:7: ( Borehole

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,

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

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

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

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.

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:214: BH Borehole

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:242: BH = Borehole

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:387: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:390: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:393: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:396: BH = Borehole

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:400: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:402: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:404: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:407: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:410: BH = Borehole

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:413: BH = Borehole

R-2021-0830-CD-DECISION NOTICE 0684.pdf:3: relevant borehole and vibrocore data

R-2022-0816-FFM-10035117-AUK-XX-XX-CO-ZZ-0582-01-PR GI Memo_Part1(1).pdf:2:anticipated that 58 soil samples (1 per trial pit, 2 per borehole) and six water samples (2 per borehole) will be analysed.

R-2022-0816-FFM-Archaeological Report.pdf:3: B.1 Before remediation or development commences, archaeological interpretation of all borehole and

R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

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

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

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

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.

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:25:4.3.6.6 Boreholes

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

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

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

R-2021-0422-CD-Decision Notice (1).pdf:5: evaluation of relevant borehole and test pit data

R-2021-0422-CD-Decision Notice (1).pdf:5: indicated by the evaluation of borehole and test pit data to be of potential

R-2022-0049-CD-Decision Notice 2020 0318.pdf:3: evaluation of borehole and trenching data

R-2022-0049-CD-Decision Notice 2020 0318.pdf:3: high significance suggested by the borehole/trenching data, or observed

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

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

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,

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

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

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.

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

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

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:12: Encountered in all boreholes which progressed beyond the

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

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

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:17:Six groundwater samples from three boreholes (BGP_BH004, BGP_BH007 and BGP_BH009 with dual well

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:Hydrocarbon contamination was observed (both visual and olfactory evidence) during the BGP GI. Borehole

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

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

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

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

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

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34: boreholes

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:40:boreholes as part of the BGP GI. Gypsum has the potential to be dissolved in the presence of groundwater.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:72: REPLACEMENT BOREHOLES AND

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:74:GROUND INVESTIGATION SOUTHBANK AREA C REPLACEMENT BOREHOLES

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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.

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.

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

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

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:

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:114: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:115: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:116: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:117: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:118: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:119: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:120: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:121: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:122: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:123: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:124: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:125: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:126: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:127: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:128: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:129: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:130: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:131: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:132: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:133: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:134: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:135: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:136: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:137: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:138: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:139: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:140: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:141: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:142: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:143: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:144: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:145: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:146: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:147: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:148: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:149: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:150: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:151: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:152: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:153: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:154: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:155: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:156: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:157: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:158: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:159: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:160: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:161: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:162: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:163: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:164: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:165: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:166: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:167: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:168: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:169: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:170: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:171: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:172: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:173: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:174: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:175: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:176: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:177: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:178: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:179: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:180: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:181: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:182: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:183: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:184: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:185: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:186: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:187: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:188: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:189: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:190: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:191: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:192: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:193: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:194: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:195: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:196: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:197: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:198: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:199: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:200: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:201: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:202: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:203: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:204: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:205: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:206: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:207: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:208: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:209: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:210: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:211: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:212: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:213: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:214: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:215: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:216: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:217: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:218: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:219: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:220: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:221: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:222: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:223: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:224: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:225: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:226: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:227: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:228: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:229: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:230: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:231: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:232: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:233: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:234: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:235: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:236: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:237: Ground Investigation Southbank Area C Replacement Boreholes Exploratory Hole No.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:541: Contract Title Boreholes and BGP GI

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:542: Contract Title Boreholes and BGP GI

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:543: Contract Title Boreholes and BGP GI

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:683:Borehole Flow

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:683:Borehole Peak Flow

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

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:694:single generalized borehole as shown below:

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:695:Model geometry showing soil layers (colours as per borehole), slab (dark grey) and imposed load (blue arrows).

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:697: replacement with the compacted mudstone earthwork. Given that the generalized borehole included the

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:698: groundwater phreatic surface are defined by the borehole.

R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

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

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

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:17: Histoirc SNC/RO/RC Borehole

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:18: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:18: Rotary Core Borehole Log CBRB01

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:19: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:19: Rotary Core Borehole Log CBRB01

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:20: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:20: Rotary Core Borehole Log CBRB01

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:21: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:21: Rotary Core Borehole Log CBRB01

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:22: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:22: Rotary Core Borehole Log CBRB02

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:23: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:23: Rotary Core Borehole Log CBRB02

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:24: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:24: Rotary Core Borehole Log CBRB02

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:25: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:25: Rotary Core Borehole Log CBRB02

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:26: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:26: Rotary Core Borehole Log CBRB03

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:27: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:27: Rotary Core Borehole Log CBRB03

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:28: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:28: Rotary Core Borehole Log CBRB03

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:29: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:29: Rotary Core Borehole Log CBRB03

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:30: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:30: Rotary Core Borehole Log CBRB04

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:31: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:31: Rotary Core Borehole Log CBRB04

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:32: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:32: Rotary Core Borehole Log CBRB04

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:33: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:33: Rotary Core Borehole Log CBRB04

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:34: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:34: Rotary Core Borehole Log CBSB02

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:35: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:35: Rotary Core Borehole Log CBSB02

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:36: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:36: Rotary Core Borehole Log CBSB02

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:37: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:37: Rotary Core Borehole Log CBSB02

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:38: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:38: Rotary Core Borehole Log CBSB03

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:39: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:39: Rotary Core Borehole Log CBSB03

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:40: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:40: Rotary Core Borehole Log CBSB03

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:41: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:41: Rotary Core Borehole Log CBSB03

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:42: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:42: Rotary Core Borehole Log CBSB04

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:43: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:43: Rotary Core Borehole Log CBSB04

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:44: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:44: Rotary Core Borehole Log CBSB04

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:45: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:45: Rotary Core Borehole Log CBSB04

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:46: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:46: Rotary Core Borehole Log CBRB05A

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:47: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:47: Rotary Core Borehole Log CBRB05A

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:48: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:48: Rotary Core Borehole Log CBRB05A

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:49: Borehole No.:

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:49: Rotary Core Borehole Log CBRB05A

R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:40: evaluation of borehole and trenching data

R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:40: high significance suggested by the borehole/trenching data, or observed

R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:46: evaluation of borehole and trenching data

R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:46: significance suggested by the borehole/trenching data, or observed during

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.

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

R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:10: groundwater within granular horizons and subsurface structures. Borehole logs from the

R-2022-0354-CD-Archaeological Recording WSI.pdf:3: relevant borehole and test pit data

R-2022-0354-CD-Archaeological Recording WSI.pdf:3: evaluation of borehole and test pit data to be of potential archaeological interest

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

R-2022-0354-CD-0354 Decision.pdf:2: evaluation of relevant borehole and test pit data

R-2022-0354-CD-0354 Decision.pdf:2: indicated by the evaluation of borehole and test pit data to be of potential

R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

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

R-2022-0354-CD-61586_01 Cover Letter(1).pdf:1: borehole and test pit data

R-2022-0354-CD-61586_01 Cover Letter(1).pdf:1: evaluation of borehole and test pit data to be of potential archaeological interest

R-2022-0354-CD-0354 Officer Report.pdf:1:evaluation of relevant borehole and test pit data

R-2022-0354-CD-0354 Officer Report.pdf:2:indicated by the evaluation of borehole and test pit data to be of potential

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;

R-2021-0832-CD-DECISION NOTICE 0318.pdf:3: evaluation of borehole and trenching data

R-2021-0832-CD-DECISION NOTICE 0318.pdf:3: high significance suggested by the borehole/trenching data, or observed

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

R-2020-0685-ESM-OFFICER REPORT.pdf:12:borehole and vibrocore data

R-2020-0685-ESM-OFFICER REPORT.pdf:76:groundwater. The ES states: borehole records indicate that groundwater

R-2020-0685-ESM-OFFICER REPORT.pdf:99: borehole and vibrocore data

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

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

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

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: Borehole records have been reviewed for the proposed

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

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that

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)

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: Publicly available borehole records have been reviewed which indicate that

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

R-2020-0685-ESM-DECISION NOTICE.pdf:3: borehole and vibrocore data

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

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

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

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

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

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:12: Borehole Depth (m bgl) Description

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13: Borehole Depth (m bgl) Description

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

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13:descriptions from the boreholes on and adjacent to the site is provided below.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13: Borehole Depth (m bgl) Description

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)

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24: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

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

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

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:707: BOREHOLE LOG

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:707: Project Business Division BOREHOLE No

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:708: BOREHOLE LOG

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:708: Project Business Division BOREHOLE No

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:709: BOREHOLE LOG

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:709: Project Business Division BOREHOLE No

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:710: BOREHOLE LOG

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:710: Project Business Division BOREHOLE No

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:714: -T22 D-B Borehole

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:715: @ BOREHOLES

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

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

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

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

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

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

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

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-

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

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

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:12: CLAY Undifferentiated Boreholes AS8 and

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

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.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:24:  11 boreholes to up to 10m.

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

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

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

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.

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.

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: typically BGS Borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: firebricks, BGS Borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: Mudstone proven Boreholes

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: black 12m BGS borehole Aquifer narrow band

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: sandstones Borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:28: subordinate not proven Borehole

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).

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;

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:40:  15 window sample boreholes;

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

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

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

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

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:

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:44: Borehole 26/R

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:44: partings of sand. in Borehole 26/O.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:44: many boreholes

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:54: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:56: Appendix D. Several borehole records are available on the BGS GeoIndex web portal, which have been reviewed

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:56: typically BGS Borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:56: firebricks, BGS Borehole

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:57: sand layers BGS borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:57: lacustrine clayey BGS borehole Strata

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:75: in one borehole location.

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

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:76: boreholes were proposed on the remainder of the site.

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

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

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

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:6:7 Borehole Records……………………………………………………………………………………………………………………………………………………………………………….. 43

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

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:9:Section 7: Borehole Records On-site 0-50m 51-250

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:9:7 BGS Recorded Boreholes 13 1 26

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:48: 7 Borehole Records map

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:48: Borehole Records Legend © Crown copyright and database rights 2019.

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:49: 7 Borehole Records

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

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:49: Records of boreholes within 250m of the study site boundary: 40

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:49:ID Direction NGR BGS Reference Drilled Length Borehole Name

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:50:ID Direction NGR BGS Reference Drilled Length Borehole Name

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

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

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#2A: scans.bgs.ac.uk/sobi_scans/boreholes/796924

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#3A: scans.bgs.ac.uk/sobi_scans/boreholes/796920

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#5: scans.bgs.ac.uk/sobi_scans/boreholes/796922

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#7: scans.bgs.ac.uk/sobi_scans/boreholes/796921

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#8A: scans.bgs.ac.uk/sobi_scans/boreholes/796925

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#10B: scans.bgs.ac.uk/sobi_scans/boreholes/796852

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#11B: scans.bgs.ac.uk/sobi_scans/boreholes/796853

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#12: scans.bgs.ac.uk/sobi_scans/boreholes/796855

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#13: scans.bgs.ac.uk/sobi_scans/boreholes/12725412

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#14C: scans.bgs.ac.uk/sobi_scans/boreholes/796716

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#15C: scans.bgs.ac.uk/sobi_scans/boreholes/796714

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#16D: scans.bgs.ac.uk/sobi_scans/boreholes/796719

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#18D: scans.bgs.ac.uk/sobi_scans/boreholes/796720

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#19: scans.bgs.ac.uk/sobi_scans/boreholes/796704

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#20: scans.bgs.ac.uk/sobi_scans/boreholes/796776

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#21: scans.bgs.ac.uk/sobi_scans/boreholes/12701995

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#22E: scans.bgs.ac.uk/sobi_scans/boreholes/796718

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#23G: scans.bgs.ac.uk/sobi_scans/boreholes/12702006

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#25E: scans.bgs.ac.uk/sobi_scans/boreholes/796715

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#26: scans.bgs.ac.uk/sobi_scans/boreholes/796713

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#28: scans.bgs.ac.uk/sobi_scans/boreholes/12725411

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#31G: scans.bgs.ac.uk/sobi_scans/boreholes/12702005

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#32H: scans.bgs.ac.uk/sobi_scans/boreholes/796703

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#33H: scans.bgs.ac.uk/sobi_scans/boreholes/796919

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#36J: scans.bgs.ac.uk/sobi_scans/boreholes/12701997

R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:51:#38J: scans.bgs.ac.uk/sobi_scans/boreholes/12701998

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

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

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:10: CLAY Boreholes AS8 and

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

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.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:22:  11 boreholes to up to 10m.

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

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

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

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.

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.

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: typically BGS Borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: firebricks, BGS Borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: Mudstone proven Boreholes

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: black 12m BGS borehole Aquifer narrow band

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: sandstones Borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer encountered in

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:26: subordinate not proven Borehole

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).

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;

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:38:  15 window sample boreholes;

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

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

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

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

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:

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:42: Borehole 26/R

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:42: partings of sand. in Borehole 26/O.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:42: many boreholes

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:52: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area.

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:54: Appendix D. A number of borehole records are available on the BGS GeoIndex web portal, which have been

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:54: typically BGS Borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:54: firebricks, BGS Borehole

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:55: sand layers BGS borehole

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:55: lacustrine clayey BGS borehole Strata

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:73: one borehole location.

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

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:74: boreholes were proposed on the remainder of the site.

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

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

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

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

R-2021-0473-ESM-EA R_2021_0473_ESM 8 July 2021 OFFICIAL.pdf:1:do not impinge on these boreholes during the works

R-2021-0624-NM-Decision Notice 0357.pdf:5: evaluation of relevant borehole and test pit data

R-2021-0624-NM-Decision Notice 0357.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential

R-2021-1046-CD-Decision Notice.pdf:2: evaluation of borehole and trenching data

R-2021-1046-CD-Decision Notice.pdf:2: significance suggested by the borehole/trenching data, or observed during

R-2021-1046-CD-Officer Report.pdf:1:of borehole and trenching data

R-2021-1046-CD-Officer Report.pdf:1:significance suggested by the borehole/trenching data, or observed during the

R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

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

R-2021-0166-FFM-Environmental Risk Assessment.pdf:8:Groundwater levels in the superficial deposits/ Made Ground were recorded in six boreholes between 0.65 to

R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:A previous investigation carried out in Area A (comprising two trial pits and one borehole in the west of the site

R-2021-0166-FFM-Environmental Risk Assessment.pdf:14:In Area B, 12No. trial pits and 5No. boreholes were completed in 2004. Out of 17No. soil samples, 2 exceeded

R-2021-0166-FFM-Environmental Risk Assessment.pdf:17:obtained from 3No. boreholes in Area A and 9No. groundwater samples obtained from 5No. boreholes in Area

R-2021-0166-FFM-Environmental Risk Assessment.pdf:24:Four groundwater samples were obtained from Area A from two boreholes over two sampling rounds. Borehole

R-2021-0166-FFM-Environmental Risk Assessment.pdf:24:S3-BHA01 screens the Made Ground beneath the small carpark in the northwest of the site. Borehole S3-

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

R-2021-0166-FFM-Environmental Risk Assessment.pdf:24: Figure 8: Number of WQS Exceedances per Borehole Area A

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02 screening the superficial deposits

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:Nine groundwater samples were obtained from Area B from five standpipes in four boreholes over the same

R-2021-0166-FFM-Environmental Risk Assessment.pdf:25:Borehole S3-BHB01 screens the Made Ground and top of the Glacial Till in rough ground between the railway

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

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

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

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

R-2021-0166-FFM-Environmental Risk Assessment.pdf:26: Figure 9: Number of WQS Exceedances per Borehole in Area B

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.

R-2021-0166-FFM-Environmental Risk Assessment.pdf:31: Borehole Flow rate (l/h) <0.1 -

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:27: 4251) Two boreholes (cable percussive) to

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: Borehole Aquifer

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:32: A total of two samples of groundwater were taken within the site from boreholes BH102 and BH105

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:33: also be the case in the site. Permeability testing was undertaken in off-site boreholes within the

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:34: off-site borehole adjacent to the western boundary of the site:

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

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

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:55: < Borehole

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:55: ! Borehole

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.

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

R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:11: to be perched groundwater within granular horizons and subsurface structures. Borehole logs

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:21: 5 boreholes (groundwater monitoring) and 12

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:21: Arcadis (UK) Ltd Drilling of 4 no. boreholes using Cable-Percussive

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

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

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

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

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).

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

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

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:28:G4.68 Groundwater samples were obtained from four boreholes across the site. Dissolved

R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:28:G4.69 Limited gas monitoring was undertaken in four boreholes across the site. Concentrations of

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:8: 2.6 Summary of Excavations and Boreholes 8

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:2. Trial Pit and Borehole Logs, Redcar

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:3. Trial Pit and Borehole Logs, Lackenby

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:10:4. Trial Pit and Borehole Logs, Cleveland

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

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

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)

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.

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:14: 2.2.6 Borehole Drilling

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:14: groundwater monitoring (borehole logs are provided in Appendix 2-4). 20 tonne

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:15: through Made Ground at the borehole drilling locations.

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

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

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

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

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

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:16: the borehole had purged dry prior to stabilisation. Groundwater samples were taken

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:16: boreholes and to minimise the loss of volatile contaminants from the water samples.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:17: boreholes and trial pits proposed in the scope.

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:18: 2.6 Summary of Excavations and Boreholes

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.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:18: Site Area Operations No. Boreholes

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

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:27: • Advancing t wo groundwater monitoring boreholes (11AB1, 11AB2) using a

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:31: • Advancing two groundwater monitoring boreholes (12AB2, 12BB1) using a

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:31: h y drocarbon odour at a depth of 5.5m bgl in borehole 12AB2.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:37: • Advancing two groundwater monitoring boreholes (13AB2, 13CB1) using a

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:43: • Advancing two groundwater monitoring boreholes (14AB1 and 14AB2A) using

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:43: material and a strong hydrocarbon odour in borehole 14AB1 below 3.4m bgl.

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:47: • Advancing three groundwater monitoring boreholes (15AB1-3) using a shell

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:57: • Advancing two groundwater monitoring boreholes (16BB1, 16AB2) using a

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:60: • Advancing three groundwater monitoring boreholes (17AB3, 17BB1, 17CB2)

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: 3.13.2 The results for the groundwater monitoring for boreholes advanced across

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: Borehole Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Groundwater samples from boreholes 13AB2 and 16AB2 contained arsenic

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Chromium contamination was found in groundwater from borehole 16BB1

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:70: Selenium contamination was found in groundwater from borehole 15AB1

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: • E xcavation of 120 trial pits and 16 groundwater monitoring boreholes;

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: encountered) and recovery of 15 groundwater samples from boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:77: 4.3.7 Existing monitoring boreholes indicate that the water table ranges from

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:80: • Advancing five groundwater monitoring boreholes (7AB1-5) using a shell and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:80: encountered) and recovery of five groundwater samples from boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:84: • Advancing two groundwater monitoring boreholes (8A B 1-2) using a shell and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:84: encountered) and recovery of two groundwater samples from boreholes .

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:87: • Advancing two groundwater monitoring boreholes (GAB1-2) using a shell and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:87: encountered) and recovery of two groundwater samples from boreholes .

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: 4.7.2 The results for the groundwater monitoring for boreholes advanced across

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:90: Groundwater Borehole Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: • E xcavation of 22 trial pits and nine groundwater monitoring boreholes;

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: encountered) and recovery of nine groundwater samples from boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: sandstone toward the base of boreholes;

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:101: • Advancing one groundwater monitoring borehole (1AB1) using a shell and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:101: encountered) and recovery of one groundwater sample from boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: • Advancing three groundwater monitoring boreholes (2A B 1-3) using a shell and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:106: boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:111: • Advancing six groundwater monitoring boreholes using a shell and auger

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:111: (cable percussive) rig. Due to the hard ground only two boreholes were

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:111: encountered) and recovery of one groundwater sample from boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:114: • Advancing four groundwater monitoring boreholes (4A B 1-4) using a shell and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:114: encountered) and recovery of four groundwater samples from boreholes .

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:117: • Advancing one groundwater monitoring borehole (DAB1) using a shell and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:117: (where encountered) and recovery of one groundwater sample from boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:138: • Advancing one groundwater monitoring borehole (HAB 3) using a shell and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: 5.11.2 Groundwater monitoring data for boreholes advanced across the Cleveland

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:141: Groundwater Borehole Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: • Excavation of 116 trial pits and 14 groundwater monitoring boreholes;

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: encountered) and recovery of 15 groundwater samples from boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: only found within the deeper groundwater monitoring boreholes. Groundwater

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:159: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:161: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:163: -T22 D-B Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:165: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:167: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:169: -T22 Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:171: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:173: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:175: B Se SO Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:182: boreholes, with subsequent conversion to groundwater monitoring wells;

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:182: Table 1 Excavations and Boreholes Undertaken at Corus Teesside.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:182: Site Area Operations No. Boreholes

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

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:199: within several monitoring boreholes on the Redcar site.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:207: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:209: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:213: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:215: Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:219: -T22 Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:221: B Se SO Borehole

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.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: (River Tees) permeable strata water Elevated TPH in groundwater in 2 monitoring boreholes. Open

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: and recent sand permeable strata groundwater E levated TPH in groundwater in 2 monitoring boreholes. Potential

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:242: receptors (SSSI drainage or sensitive SSSI Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:242: (i.e. land which drainage or impact soil and Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: but elevated phenols detected in groundwater at one borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: Marine Alluvium Mild d e t e c t e d in soils . No boreholes in this area. Estuarine alluvium and

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: and Hartlepool permeable strata Medium d e t e c t e d in soils . No boreholes in this area.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: (Estuarine and permeable strata groundwater No boreholes in this area. Estuarine alluvium and Boulder Clay may

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: receptors (Tees drainage or sensitive SSSI No boreholes in this area. Possible migration toward River Tees

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:264:Figure 7 : Borehole Locations and Groundwater Contours, Cleveland

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265: comprising 264 trial pit excavations and 42 boreholes. potential risks across the landholding to be low. The following

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

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

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

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:Figure 5 : Borehole Locations and Groundwater Contours, Lackenby

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:296: 3.4 Exploratory Holes: Boreholes ……………………………………………………………………………. 7

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:296: Table 3: Borehole Summary ……………………………………………………………………………… 8

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:297: Borehole Records 2

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

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

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.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:302:3.4 Exploratory Holes: Boreholes

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)

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:Table 3: Borehole Summary

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

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.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:Groundwater was encountered in a number of boreholes and trial pits during the site works operation.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:303:Where groundwater observations were made details are given on the relevant Borehole and Trial Pit Record

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304:Made at the Time of Site Works. Standing groundwater levels were recorded in all boreholes at the

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:304:beginning and/or end of each drilling shift. The water level is indicated on the applicable Borehole Record as

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

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.

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

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.

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

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).

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:306:Borehole and Trial Pit Records.

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

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

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

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.

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.

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

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

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:

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:321:Borehole Records

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:322: BOREHOLE RECORD FINAL

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.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:323: BOREHOLE RECORD FINAL

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:323: Borehole complete at 7.30m BGL.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:324: BOREHOLE RECORD FINAL

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:325: BOREHOLE RECORD FINAL

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:329: Borehole complete at 37.20m BGL.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:335: BOREHOLE RECORD FINAL

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:336: BOREHOLE RECORD FINAL

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:337: BOREHOLE RECORD FINAL

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:338: BOREHOLE RECORD FINAL

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:338: Borehole complete at 10.30m BGL.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:339: BOREHOLE RECORD FINAL

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:340: BOREHOLE RECORD FINAL

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:340: Borehole complete at 10.00m BGL.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1419:Groundwater levels in the superficial deposits/ Made Ground were recorded in six boreholes between 0.65 to

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:A previous investigation carried out in Area A (comprising two trial pits and one borehole in the west of the site

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1425:In Area B, 12No. trial pits and 5No. boreholes were completed in 2004. Out of 17No. soil samples, 2 exceeded

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1428:obtained from 3No. boreholes in Area A and 9No. groundwater samples obtained from 5No. boreholes in Area

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1435:Four groundwater samples were obtained from Area A from two boreholes over two sampling rounds. Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1435:S3-BHA01 screens the Made Ground beneath the small carpark in the northwest of the site. Borehole S3-

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:Nine groundwater samples were obtained from Area B from five standpipes in four boreholes over the same

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1436:Borehole S3-BHB01 screens the Made Ground and top of the Glacial Till in rough ground between the railway

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

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

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

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

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

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.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1442: Borehole Flow rate (l/h) <0.1 -

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.

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

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

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

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

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

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,

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

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

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1499: Area B Area B boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1500: Glaciolacustrine Deposits were only recorded in boreholes. Where

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1500: 10.3 Area some boreholes.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1500: (Undifferentiated) B B in one borehole only.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1500: B B borehole only.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1505: Borehole Aquifer to Groundwater

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506: Borehole Aquifer to Groundwater

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1506:Groundwater levels measured within both monitoring wells in the twin installation borehole S3-BHB04 were

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517: Deposits identified in on-site boreholes overlying the Redcar Mudstone Formation, Penarth Group and

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1563:Groundwater Summary – Reproduced from AEG borehole logs

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1567: etc. buried alongside Made Ground borehole Logs

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

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

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

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

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

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

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

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

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

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1671: CLAY Undifferentiated Boreholes AS8 and

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

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.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1683:  11 boreholes to up to 10m.

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

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

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

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.

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.

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: typically BGS Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: firebricks, BGS Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: Mudstone proven Boreholes

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: black 12m BGS borehole Aquifer narrow band

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: sandstones Borehole

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1687: subordinate not proven Borehole

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).

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;

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1699:  15 window sample boreholes;

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

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

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

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

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:

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1703: Borehole 26/R

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1703: partings of sand. in Borehole 26/O.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1703: many boreholes

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1713: Groundwater, 5 trial pits and 1 borehole were advanced within or on the boundary of the current area.

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1715: Appendix D. Several borehole records are available on the BGS GeoIndex web portal, which have been reviewed

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1715: typically BGS Borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1715: firebricks, BGS Borehole

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1716: sand layers BGS borehole

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1716: lacustrine clayey BGS borehole Strata

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1734: in one borehole location.

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

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

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.

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

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1893:123 16.1 BGS Boreholes 10 5 30 - -

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2010: 16 Boreholes

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2010:16.1 BGS Boreholes

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

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.

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

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

R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:48: monitoring was undertaken in four boreholes across the site. Concentrations of carbon dioxide

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

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

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

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

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

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.

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25:  11 boreholes to up to 10m.

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

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

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

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.

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.

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

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:30: typically BGS Borehole

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:30: firebricks, BGS Borehole

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: black 12m BGS borehole Aquifer narrow band

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer

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).

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;

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44:  15 window sample boreholes;

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

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

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

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,

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

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Borehole 26/R

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

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: partings of sand. in Borehole 26/O.

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: many boreholes

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

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:63: typically BGS Borehole

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:63: firebricks, BGS Borehole

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

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:64: sand layers BGS borehole

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:64: lacustrine clayey BGS borehole Strata

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

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: one borehole location.

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

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

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: boreholes were proposed on the remainder of the site.

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

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

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

R-2021-0432-FFM-2383_JSH024_Soil Treatment Area OGL Survey.PDF:1: 10.091 Borehole

R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:28: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:30: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:31: SYMBOLSFOR BOREHOLES,TRI ALPI

R-2021-0432-FFM-19736928_1.PDF:8:recorded in some boreholes. Glacial Till can comprise a complex and variable sequence of soils which may

R-2021-0432-FFM-19736928_1.PDF:27: 10.091 Borehole

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:3: 3.4 Exploratory Holes: Boreholes ……………………………………………………………………………. 7

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:3: Table 3: Borehole Summary ……………………………………………………………………………… 8

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:4: Borehole Records 2

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

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

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.

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:9:3.4 Exploratory Holes: Boreholes

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)

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

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

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

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:Table 3: Borehole Summary

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

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.

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:Groundwater was encountered in a number of boreholes and trial pits during the site works operation.

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:10:Where groundwater observations were made details are given on the relevant Borehole and Trial Pit Record

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11:Made at the Time of Site Works. Standing groundwater levels were recorded in all boreholes at the

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:11:beginning and/or end of each drilling shift. The water level is indicated on the applicable Borehole Record as

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

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.

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

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.

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

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).

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:13:Borehole and Trial Pit Records.

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

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

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

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.

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.

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

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

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:

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:28:Borehole Records

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:29: BOREHOLE RECORD FINAL

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.

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:30: BOREHOLE RECORD FINAL

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:30: Borehole complete at 7.30m BGL.

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:31: BOREHOLE RECORD FINAL

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:32: BOREHOLE RECORD FINAL

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:36: Borehole complete at 37.20m BGL.

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:42: BOREHOLE RECORD FINAL

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:43: BOREHOLE RECORD FINAL

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:44: BOREHOLE RECORD FINAL

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:45: BOREHOLE RECORD FINAL

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:45: Borehole complete at 10.30m BGL.

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:46: BOREHOLE RECORD FINAL

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:47: BOREHOLE RECORD FINAL

R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF:47: Borehole complete at 10.00m BGL.

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

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,

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

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

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

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

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

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:14: Area B Area B boreholes.

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

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

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:15: 10.3 Area some boreholes.

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.

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:15: B B borehole only.

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:20: Borehole Aquifer to Groundwater

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21: Borehole Aquifer to Groundwater

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

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

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:21:Groundwater levels measured within both monitoring wells in the twin installation borehole S3-BHB04 were

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32: Deposits identified in on-site boreholes overlying the Redcar Mudstone Formation, Penarth Group and

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

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:78:Groundwater Summary – Reproduced from AEG borehole logs

R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:82: etc. buried alongside Made Ground borehole Logs

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

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

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:4:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs ……………………………………………………. 6

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

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

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

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:12:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs

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

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

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

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

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:50:94 16.1 BGS Boreholes 0 3 13 - -

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:138: 16 Boreholes

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:138:16.1 BGS Boreholes

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

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.

R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:138:Features are displayed on the Boreholes map on page 94

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

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

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

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

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,

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

R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: Table 9.6: Descriptions of Geological Strata – BGS Borehole Logs

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

R-2022-0145-CD-61586 Covering Letter.pdf:1: - Before development commences, archaeological evaluation of relevant borehole and vibrocore data -

R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:3: − Before development commences, archaeological evaluation of relevant borehole and

R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:4: a) Evaluation of borehole and vibrocore data

R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:4: riverside area, including both potential prehistoric activity that might be evidenced in boreholes

R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:5: borehole data will be reviewed by an archaeologist with experience of geoarchaeology.

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

R-2022-0145-CD-Decision Notice(1).pdf:2: borehole and vibrocore data

R-2022-0145-CD-Officer report.pdf:1: borehole and vibrocore data

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

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

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.

R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:4.3.6.6 Boreholes

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

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

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

R-2022-0355-FFM-ARCHAEOLOGIST.pdf:4: relevant borehole and test pit data

R-2022-0355-FFM-ARCHAEOLOGIST.pdf:4: evaluation of borehole and test pit data to be of potential archaeological interest

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

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

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.

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21:4.3.6.6 Boreholes

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21:There are existing borehole installations across the site. Where possible boreholes within defined

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:2: BOREHOLE PRAIRIE_AUK_BH109

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:2: BOREHOLE

R-2020-0730-CD-Memo Prairies Conditions.PDF:1:The recent investigations included trial pits and boreholes across the site and the collections of

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

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

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

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.

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.

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

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

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:

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Borehole Aquifer Groundwater

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l)

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)

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.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17: Borehole Aquifer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:18: Borehole Aquifer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:33: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:34: Borehole Records 2

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.

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:38:3.3 Exploratory Holes: Boreholes

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)

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,

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

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

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.

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

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.

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.

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:40:depth on the Borehole Records.

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

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).

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.

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

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

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

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.

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.

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

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

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:

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:53: BOREHOLE

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

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:56:Borehole Records

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:Borehole Summary Table

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:58: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:59: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:60: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:61: BOREHOLE RECORD FINAL

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.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:62: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:63: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:64: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:65: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:69: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:70: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:71: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:72: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:73: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:74: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:75: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:76: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:80: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:84: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:85: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF:210: BOREHOLE PRAIRIE_AUK_BH109

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF:210: BOREHOLE

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

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.

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;

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

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

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.

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:16: boreholes.

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:17: Aquifer) three boreholes.

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

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Borehole Aquifer to Groundwater

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:49: Borehole Aquifer

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:10: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:11: Borehole Records 2

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.

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:15:3.3 Exploratory Holes: Boreholes

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)

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,

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

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

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.

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

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.

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.

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:17:depth on the Borehole Records.

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

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).

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:on the Borehole and Trial Pit Records.

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

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

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

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.

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.

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

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

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:

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:30: BOREHOLE

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:31: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:32: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:33:Borehole Records

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:Borehole Summary Table

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

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:35: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:36: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:37: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:38: BOREHOLE RECORD FINAL

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.

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:39: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:40: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:41: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:42: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:46: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:47: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:48: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:49: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:50: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:51: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:52: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:53: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:57: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:61: BOREHOLE RECORD FINAL

R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:62: BOREHOLE RECORD FINAL

R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

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

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.

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:26:4.3.8.7 Boreholes

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

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

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

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:(by trial pits or boreholes) to expose the groundwater table and identify if it is impacted by the above

R-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

R-2021-0943-CD-DECISION NOTICE.pdf:3: relevant borehole and vibrocore data

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,

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

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:57: • Within 50M of a spring, well or borehole

R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

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

R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

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

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:10:have included trial pitting, borehole drilling, soil and groundwater monitoring and analytical testing (Enviros

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:11:advancement of 10no. boreholes to a maximum depth of 20.8m below ground level (bgl) and the installation

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

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

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:29: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2020-0318-FFM-Decision Notice.pdf:3: evaluation of borehole and trenching data

R-2020-0318-FFM-Decision Notice.pdf:3: high significance suggested by the borehole/trenching data, or observed

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:8: Borehole Aquifer Groundwater

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l)

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)

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.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:17: Borehole Aquifer

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:18: Borehole Aquifer

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:33: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:34: Borehole Records 2

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.

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

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:38:3.3 Exploratory Holes: Boreholes

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)

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,

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.

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

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.

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

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.

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.

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

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:40:depth on the Borehole Records.

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

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).

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:41:on the Borehole and Trial Pit Records.

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

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

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

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.

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.

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

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

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:

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:56:Borehole Records

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:57:Borehole Summary Table

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:58: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:59: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:60: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:61: BOREHOLE RECORD PRELIM3

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.

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:62: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:63: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:64: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:65: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:69: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:70: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:71: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:72: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:73: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:74: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:75: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:76: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:80: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:84: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:85: BOREHOLE RECORD PRELIM3

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

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

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.

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25:  11 boreholes to up to 10m.

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

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

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

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.

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.

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

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:30: typically BGS Borehole

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:30: firebricks, BGS Borehole

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: black 12m BGS borehole Aquifer narrow band

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer

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).

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;

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44:  15 window sample boreholes;

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

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

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

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,

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

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Borehole 26/R

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

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: partings of sand. in Borehole 26/O.

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: many boreholes

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

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:63: typically BGS Borehole

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:63: firebricks, BGS Borehole

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

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:64: sand layers BGS borehole

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:64: lacustrine clayey BGS borehole Strata

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

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: one borehole location.

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

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

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: boreholes were proposed on the remainder of the site.

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

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

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

R-2020-0318-FFM-Phase II ESA.PDF:6:Draft Trial Pit and Borehole Logs

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

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.

R-2020-0318-FFM-Phase II ESA.PDF:9: Boreholes were advanced through previously excavated trial pits;

R-2020-0318-FFM-Phase II ESA.PDF:14:Historical borehole logs from Enviros and others indicate a substantial thickness of Made Ground underlies

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

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

R-2020-0318-FFM-Phase II ESA.PDF:16: Encountered in 41 trial pits and 1 boreholes. Generally comprised soft

R-2020-0318-FFM-Phase II ESA.PDF:16: boreholes.

R-2020-0318-FFM-Phase II ESA.PDF:17: with no Glaciolacustrine Deposits present and in all 9 boreholes which

R-2020-0318-FFM-Phase II ESA.PDF:17: Aquifer) three boreholes.

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

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

R-2020-0318-FFM-Phase II ESA.PDF:21: Borehole Aquifer to Groundwater

R-2020-0318-FFM-Phase II ESA.PDF:33: Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes

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

R-2020-0318-FFM-Phase II ESA.PDF:49: Borehole Aquifer

R-2020-0318-FFM-Phase II ESA.PDF:77:Draft Trial Pit and Borehole Logs

R-2020-0318-FFM-Phase II ESA.PDF:462: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:463: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:464: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:465: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:465: (4) Borehole collapsed back from 8.00-7.20m BGL.

R-2020-0318-FFM-Phase II ESA.PDF:466: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:467: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:468: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:469: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:473: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:474: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:475: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:476: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:477: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:478: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:479: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:480: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:484: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:488: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-Phase II ESA.PDF:489: BOREHOLE RECORD PRELIM3

R-2020-0318-FFM-officer report.pdf:6:of borehole and trenching data

R-2020-0318-FFM-officer report.pdf:6:suggested by the borehole/trenching data, or observed during the initial

R-2020-0318-FFM-officer report.pdf:25: evaluation of borehole and trenching data

R-2020-0318-FFM-officer report.pdf:25: remains of high significance suggested by the borehole/trenching data,

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.

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:7.3.5.5 Boreholes

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:There are existing borehole installations across the Prairie site. Where possible boreholes within

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation

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

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

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

R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf:3: borehole and trenching data

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

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

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

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

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

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

R-2021-0924-CD-Decision Notice 0357.pdf:5: evaluation of relevant borehole and test pit data

R-2021-0924-CD-Decision Notice 0357.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential

R-2021-0729-CD-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

R-2021-0729-CD-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential

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

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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

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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

R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9:9.24. A review of the four borehole records on site show groundwater strikes at depths of 0.7 and 3.3 mbgl

R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9: cable percussion boreholes. The site investigation encountered Made Ground to a proven depth of 6.1

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,

R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: Wood) identified four historical borehole records on site which show groundwater strikes at depths of

R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:14: Tees Port Refinery Site by Shell Oil UK Limited in 1985 – 1987, Borehole Logs and Groundwater

R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:15: borehole information and the Groundsure Report.

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

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

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:8:108 16.1 BGS Boreholes 8 5 21 - -

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:110: 16 Boreholes

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:110:16.1 BGS Boreholes

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

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.

R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:110:Features are displayed on the Boreholes map on page 108

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:7: 4.4.1 BGS Historical Boreholes 22

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

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

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:23:4.4.1 BGS Historical Boreholes

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

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:23:borehole was abandoned.

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

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

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.

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

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

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

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

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

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:25:the end of the boreholes at 15.00m bgl.

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,

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

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

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

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

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:25:of analysis is not provided the results indicate that samples of groundwater from boreholes 6, 8, 11

R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:25:The results describe the sample from borehole 6 as “Thin brown oil, odour resembling gas oil” and

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

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

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

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

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

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

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

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

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

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).

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

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

R-2021-0905-CD-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

R-2021-0905-CD-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential

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;

R-2020-0799-CD-Decision Notice R 2020 0318.pdf:3: evaluation of borehole and trenching data

R-2020-0799-CD-Decision Notice R 2020 0318.pdf:3: high significance suggested by the borehole/trenching data, or observed

R-2022-0746-CD-Decision Notice (4).pdf:5: evaluation of relevant borehole and test pit data

R-2022-0746-CD-Decision Notice (4).pdf:5: indicated by the evaluation of borehole and test pit data to be of potential

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.

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

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

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

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

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

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

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;

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,

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;

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;

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).

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

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

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

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.

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.

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

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

R-2022-0096-CD-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

R-2022-0096-CD-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential

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

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

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;

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,

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;

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;

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).

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

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

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

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16: Mercia glauconite, recorded in 27 boreholes.

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:16: sandstone and siltstone at depth within some boreholes.

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

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present

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

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:47: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:57: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:59: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:60: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:61: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:62: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:63: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:64: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:65: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

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

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:68: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:69: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:70: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:71: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:72: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:73: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:74: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:75: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:76: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:77: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:78: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

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

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:8: Table 3: Borehole Summary ……………………………………………………………………………….6

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:9: Borehole Records 2

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

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:13:3.3 Exploratory Holes: Boreholes

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)

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

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

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

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:13:Table 3: Borehole Summary

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:14:Representative samples of soil and rock were obtained from the boreholes and trial pits and were taken to

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:14:was added during advancement of the boreholes in order to facilitate drilling operations. As a consequence

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.

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:Groundwater was encountered in the boreholes and trial pits during the site works operation. Where

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:groundwater observations were made details are given on the relevant Borehole and Trial Pit Record and in

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:the Time of Site Works. Standing groundwater levels were recorded in a number of boreholes and trial pits at

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:15:the beginning and/or end of each drilling shift. The water level is indicated on the applicable Borehole and

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

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.

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

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.

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

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).

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

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

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

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

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.

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.

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

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

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:

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:30:Borehole Records

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:31: BOREHOLE RECORD PRELIM3

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:32: BOREHOLE RECORD PRELIM3

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf:38: BOREHOLE RECORD PRELIM3

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

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

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

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

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

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

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

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

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

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

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:10: Borehole Screened Aquifer

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:11: Borehole Screened Aquifer

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:

R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:23: Borehole Aquifer

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

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

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

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

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.

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21:4.3.6.6 Boreholes

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21:There are existing borehole installations across the site. Where possible boreholes within defined

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21:assessment indicates a Medium risk from UXO for borehole and excavation activities. Further mitigation

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

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

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

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

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

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

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

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.

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:32: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:34: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:35: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:36: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:37: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:38: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:39: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:40: 2.7 SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:41: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:42: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:43: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:44: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:45: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:46: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:47: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:48: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:50: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:52: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:53: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:54: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:56: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:57: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:58: TP126 TP128 SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

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

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;

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,

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;

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

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:14:monitoring wells where groundwater sampling was undertaken. Co-ordinates for all boreholes and trial pits

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:15: Tidal Flat Encountered in 33 of 34 boreholes (except SBC_AUK_BH105).

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

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

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

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16: Mercia glauconite, recorded in 27 boreholes.

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:16: sandstone and siltstone at depth within some boreholes.

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

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:Made Ground is present across the site, including in the sentinel boreholes, and it is likely present

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

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:43: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:44: A SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:45: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:46: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:47: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:48: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:49: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:50: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:51: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:52: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

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

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:55: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:57: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:58: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:60: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:61: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:62: ! ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:63: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:64: ! SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

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

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

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

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

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

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

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

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

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

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-

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: Borehole records have been reviewed for the proposed

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

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

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

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

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

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

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

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:258:Table 3-1: Historical BGS borehole records

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:258: Borehole Depth (m bgl) Description

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259: Borehole Depth (m bgl) Description

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259:3.1.2 Previous ground investigations boreholes

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259:descriptions from the boreholes on and adjacent to the site is provided below.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:259: Borehole Depth (m bgl) Description

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)

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:270: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

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

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

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

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

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

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

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

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

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

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

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-

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: Borehole records have been reviewed for the proposed

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:101: BOREHOLE LOG

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:101: Project Business Division BOREHOLE No

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:102: BOREHOLE LOG

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:102: Project Business Division BOREHOLE No

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:103: BOREHOLE LOG

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:103: Project Business Division BOREHOLE No

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:104: BOREHOLE LOG

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:104: Project Business Division BOREHOLE No

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:108: -T22 D-B Borehole

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:109: @ BOREHOLES

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

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that

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)

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: Publicly available borehole records have been reviewed which indicate that

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

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

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

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

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

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

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

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-

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:430: Borehole records have been reviewed for the proposed

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

R-2020-0371-SCP-NEAR.pdf:1:review of vibrocore / borehole logs will inform the assessment.

R-2020-0371-SCP-NEAR.pdf:1:Archaeological review of borehole logs is welcome, as part of the heritage assessment. (This is

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

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

R-2020-0684-ESM-DECISION NOTICE.pdf:3: relevant borehole and vibrocore data

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: Borehole records have been reviewed for the proposed

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

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

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

R-2020-0684-ESM-Officer Report 0684.pdf:12:borehole and vibrocore data

R-2020-0684-ESM-Officer Report 0684.pdf:76:groundwater. The ES states: borehole records indicate that groundwater

R-2020-0684-ESM-Officer Report 0684.pdf:99: borehole and vibrocore data

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

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:This borehole was situated at 6.15m AOD, indicating that the groundwater level could be at approximately

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:An additional borehole (ref: NZ52SW15054/AS4, referred to as AS4), located approximately 200m from the

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:This borehole was situated at 7.15m AOD, indicating that the groundwater level could be at approximately

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:A review of the borehole records indicates that the groundwater level is approximately 1.1m deeper at

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:borehole AS4 than AS2, with AS4 situated 175m further inland than AS2. Therefore, it is highly likely that

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)

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:borehole records indicates that it is highly likely that groundwater levels are linked to tidal levels in the River

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: Publicly available borehole records have been reviewed which indicate that

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

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

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

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

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

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

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

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:12: Borehole Depth (m bgl) Description

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13: Borehole Depth (m bgl) Description

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

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13:2004, ‘Soil and Groundwater Baseline Characterisation Study’. A borehole was also excavated

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13:descriptions from the boreholes on and adjacent to the site is provided below.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:13: Borehole Depth (m bgl) Description

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)

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:Groundwater Source Protection Zones (SPZs) are defined around abstraction boreholes used for potable

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24:Cleveland Works and comprised a total of 42 boreholes and 264 trial pits with soil, groundwater and surface

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:24: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

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

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

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:707: BOREHOLE LOG

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:707: Project Business Division BOREHOLE No

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:708: BOREHOLE LOG

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:708: Project Business Division BOREHOLE No

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:709: BOREHOLE LOG

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:709: Project Business Division BOREHOLE No

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:710: BOREHOLE LOG

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:710: Project Business Division BOREHOLE No

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:714: -T22 D-B Borehole

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:715: @ BOREHOLES

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

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

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

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

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

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-

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.

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:26:4.3.8.7 Boreholes

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

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

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

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:(by trial pits or boreholes) to expose the groundwater table and identify if it is impacted by the above

R-2021-0268-CD-Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

R-2021-0268-CD-Decision Notice.pdf:5: indicated by the evaluation of borehole and test pit data to be of potential

R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:5: evaluation of relevant borehole and test pit data

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

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

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;

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:17:4.1.2 Borehole Records

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:18:Table 5 – BGS Borehole Archive

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Soil and Groundwater 3 Boreholes (max 8m)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:23: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:45: Borehole

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:45: Warrenby Hist Boreholes

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

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 - -

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:167: 16 Boreholes

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:167:16.1 BGS Boreholes

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

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.

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:340: Boreholes      

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.

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)

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

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

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

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 5×4=20

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 5×4=20

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

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;

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

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

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Soil and Groundwater 3 Boreholes (max 8m)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21: Steelworks, Redcar-GI 13 boreholes (max 40.80m) Water

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:34: Borehole

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

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

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 - -

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:149: 16 Boreholes

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

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

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.

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:322: Boreholes      

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.

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)

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

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

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

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 5×4=20

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 5×4=20

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;

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:17:of boreholes, Cone Penetration Testing (CPT), collection of soil and groundwater samples, geotechnical testing,

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:17:Appendix D, which includes: investigation location plans, trial pit and borehole logs, soil and groundwater

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:18:previous investigations has been included within Appendix D which includes on-site borehole and trial pit logs

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:19:boreholes.

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

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

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

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:83: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:86: A BOREHOLE (Enviros 2004)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:86: A BOREHOLE (AEG 2018)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:86: A BOREHOLE (AEG 2021)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:87: A BOREHOLE (Enviros 2004)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:87: S2-TPA48 BOREHOLE (AEG 2018)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:87: S2-TPA49 BOREHOLE (AEG 2021)

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)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:88: A BOREHOLE (AEG 2018)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:88: A BOREHOLE (AEG 2021)

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:90: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:91: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:92: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:93: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:94: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:95: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:96: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:97: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:98: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:99: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:100: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:101: A BOREHOLE LOCATION

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:109:Information Summarised: Exploratory Hole Location Plan, Trial Pit Logs, Borehole Logs, Groundwater

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:111: Borehole

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:112:2. TRIAL PIT AND BOREHOLE LOGS, R EDCAR

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:144: Borehole

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

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,

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:328: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:329: BOREHOLE RECORD FINAL

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:329: Borehole complete at 15.00m BGL.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:330: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:331: BOREHOLE RECORD FINAL

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:331: (2) Borehole advanced through trial pit previously

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:332: BOREHOLE RECORD FINAL

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.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:332: (2) Borehole advanced through trial pit previously

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:333: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:334: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:335: BOREHOLE RECORD FINAL

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:335: (2) Borehole advanced through trial pit previously

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:337: (2) Borehole advanced through trial pit previously

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:338: (2) Borehole advanced through trial pit previously

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:340: Borehole complete at 39.80m BGL.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:340: (2) Borehole advanced through trial pit previously

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:344: BOREHOLE RECORD FINAL

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.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:345: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:346: BOREHOLE RECORD FINAL

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:346: Borehole complete at 15.00m BGL.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:347: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:348: BOREHOLE RECORD FINAL

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:348: (2) Borehole advanced through trial pit previously

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:349: BOREHOLE RECORD FINAL

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:349: Borehole complete at 18.45m BGL.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:350: BOREHOLE RECORD FINAL

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.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:351: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:352: BOREHOLE RECORD FINAL

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.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:352: (2) Borehole advanced through trial pit previously

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:353: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:354: BOREHOLE RECORD FINAL

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:354: Borehole complete at 15.50m BGL.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:354: (2) Borehole advanced through trial pit previously

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:355: BOREHOLE RECORD FINAL

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

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.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:356: BOREHOLE RECORD FINAL

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:356: (2) Borehole advanced through trial pit previously

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.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:357: BOREHOLE RECORD FINAL

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.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:357: (2) Borehole advanced through trial pit previously

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.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:358: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:359: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:360: BOREHOLE RECORD FINAL

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:360: (2) Borehole advanced through trial pit previously

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:362: (2) Borehole advanced through trial pit previously

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:364: (2) Borehole advanced through trial pit previously

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:366: Borehole complete at 40.80m BGL.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:366: (2) Borehole advanced through trial pit previously

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:371: BOREHOLE RECORD FINAL

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.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:372: BOREHOLE RECORD FINAL

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.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:373: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:374: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:375: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:376: BOREHOLE RECORD FINAL

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:378: (2) Borehole advanced through trial pit previously

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:380: Borehole complete at 40.00m BGL.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:380: (2) Borehole advanced through trial pit previously

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:383: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:384: BOREHOLE RECORD FINAL

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.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:385: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:386: BOREHOLE RECORD FINAL

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:387: BOREHOLE RECORD FINAL

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.

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

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:392: Note: Borehole dry throughout monitoring period.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:812: LF' Series boreholes are offsite, however, have been included here as part of the groundwater elevation studies asa point between the site and the estuary.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:19:the advice of the ordnance engineer, the borehole was terminated at this depth.

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29:4.3.6.6 Boreholes

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

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

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

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

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:10:have on the local groundwater or perched water within the made ground. These boreholes will be identified and

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:15:outcome of the assessment indicates a Medium risk from UXO for borehole and excavation activities.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:7.3.5.5 Boreholes

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

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

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

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

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.

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:25: 11 boreholes to up to 10m.

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

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

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

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.

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.

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

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:30: typically BGS Borehole

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:30: firebricks, BGS Borehole

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:31: black 12m BGS borehole Aquifer narrow band

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer

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).

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;

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:44: 15 window sample boreholes;

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

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

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

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,

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

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:49: Borehole 26/R

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

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:49: partings of sand. in Borehole 26/O.

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:49: many boreholes

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

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:63: typically BGS Borehole

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:63: firebricks, BGS Borehole

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

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:64: sand layers BGS borehole

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:64: lacustrine clayey BGS borehole Strata

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

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:83: one borehole location.

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

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

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.

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

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

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

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

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.

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;

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

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

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.

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:16: boreholes.

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:17: Aquifer) three boreholes.

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

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:21: Borehole Aquifer to Groundwater

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:33:• Based the limited thickness of Glacial Till / Glaciolacustrine Deposits identified in some on-site boreholes

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:49: Borehole Aquifer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:10: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:11: Borehole Records 2

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.

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:15:3.3 Exploratory Holes: Boreholes

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)

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,

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

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

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.

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

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.

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.

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:17:depth on the Borehole Records.

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

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).

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:18:on the Borehole and Trial Pit Records.

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

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

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

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.

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.

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

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

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:

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:30: BOREHOLE

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:31: PRAIRIE_AUK_TP106 PRAIRIE_AUK_BH104 BOREHOLE

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:32: PRAIRIE_AUK_TP156A PRAIRIE_AUK_TP155 BOREHOLE

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:33:Borehole Records

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:34:Borehole Summary Table

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:35: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:36: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:37: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:38: BOREHOLE RECORD FINAL

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.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:39: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:40: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:41: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:42: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:46: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:47: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:48: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:49: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:50: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:51: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:52: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:53: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:57: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:61: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:62: BOREHOLE RECORD FINAL

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

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

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

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.

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.

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

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

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:

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:8: Borehole Aquifer Groundwater

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:10: Borehole Aquifer NaCl (mg/l) NaCl (mg/l) NaCl (mg/l)

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)

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.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:17: Borehole Aquifer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:18: Borehole Aquifer

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:33: 3.3 Exploratory Holes: Boreholes ……………………………………………………………………………..6

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:34: Borehole Records 2

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.

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:38:3.3 Exploratory Holes: Boreholes

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)

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,

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

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

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.

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

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.

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.

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:40:depth on the Borehole Records.

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

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).

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.

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

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

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

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.

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.

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

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

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:

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:53: BOREHOLE

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

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:56:Borehole Records

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:57:Borehole Summary Table

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:58: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:59: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:60: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:61: BOREHOLE RECORD FINAL

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.

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:62: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:63: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:64: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:65: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:69: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:70: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:71: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:72: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:73: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:74: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:75: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:76: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:80: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:84: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:85: BOREHOLE RECORD FINAL

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:2: BOREHOLE PRAIRIE_AUK_BH109

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part5.PDF:2: BOREHOLE

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF:210: BOREHOLE PRAIRIE_AUK_BH109

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part4.PDF:210: BOREHOLE

R-2022-0343-ESM-ARCHAEOLOGIST.pdf:4: relevant borehole and test pit data

R-2022-0343-ESM-ARCHAEOLOGIST.pdf:4: evaluation of borehole and test pit data to be of potential archaeological interest

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

R-2020-0411-FFM-Decision 0411.pdf:4:6. No development shall take place until all borehole logs and trial pit data

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

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

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

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,

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

R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:10: Table 9.6: Descriptions of Geological Strata – BGS Borehole Logs

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

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

R-2020-0411-FFM-EP CL.pdf:1:• Drilling of a number of shallow and deep boreholes and trial pits across the site

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

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

R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:31: • BGS maps and borehole records;

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:4:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs ……………………………………………………. 6

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

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

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

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:12:Table 6 – Descriptions of Geological Strata – BGS Borehole Logs

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

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

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

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

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:50:94 16.1 BGS Boreholes 0 3 13 - -

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:138: 16 Boreholes

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:138:16.1 BGS Boreholes

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

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.

R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:138:Features are displayed on the Boreholes map on page 94

R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf:3: relevant borehole and vibrocore data

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

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

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.

R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:4.3.6.6 Boreholes

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

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

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

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

R-2021-0465-FFM-EA R_2021_0465_FFM 8 July 2021 OFFICIAL .pdf:1:do not impinge on these boreholes during the works.

R-2021-0152-CD-Blast furnace RecordingWSIv4.PDF:3: (i) Before remediation or development commences, archaeological evaluation of borehole

R-2021-0152-CD-Blast furnace RecordingWSIv4.PDF:3: borehole/trenching data, or observed during the initial survey

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

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

R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf:4: (i) Before remediation or development commences, archaeological evaluation of borehole

R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf:4: borehole/trenching data, or observed during the initial survey

R-2021-0152-CD-Compliance Decision.pdf:3: evaluation of borehole and trenching data

R-2021-0152-CD-Compliance Decision.pdf:3: high significance suggested by the borehole/trenching data, or observed

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:60: • Till (Diamicton) present in the south-eastern section. Nearby borehole records

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,

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:62: • Glaciolacustrine Deposits present to the south. Encountered in nearby boreholes

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

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:63: eastwards from the Trunk Road nearby boreholes, explored to a maximum depth

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

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:63: • Redcar Mudstone Formation: Borehole records encountered this at

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: excavator and 1 borehole using a shell and auger rig.

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: boreholes (shell and auger) to a maximum depth of 10m

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: 13 No. cable percussive boreholes were advanced to

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:23: Proposed development percussive boreholes Standard Penetrometer Testing

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: 2 No. cable percussive boreholes to a maximum depth of

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:24: 10 No. cable-percussive boreholes, to between 10m and

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

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

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

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:33: Dissolved aliphatic and aromatic petroleum hydrocarbons were detected in borehole S3-BHA02

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: Previous assessment has identified a Medium risk of UXO for borehole and excavation

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:48: 38 The Former SSI Steelworks, Redcar: Replacement CLE3/8 Landfill Boreholes, CQA

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

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

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

R-2020-0819-ESM-Decision Notice 0819.pdf:5: i. Archaeological interpretation of all borehole and trenching data

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

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

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

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,

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:advancement of boreholes, collection of soil and groundwater samples, geotechnical testing, environmental

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:Appendix E, which includes trial pit and borehole logs, soil and groundwater analysis and monitoring summary.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:18:investigation. Observations made can be found on the borehole and trial pit logs in Appendix E Pertinent

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:40: BOREHOLE LOCATION

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:41: SYMBOLS FOR BOREHOLES, TRIAL PITS AND

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

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

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-

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:69: Borehole No. F-BH128

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:70: Borehole No. F-BH128

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:71: Borehole No. F-BH128

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:72: Borehole No. F-BH128

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:73: Borehole No. F-BH128

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:74: Borehole No. F-BH128

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:74: End of Borehole 30.00 m

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:75: Borehole No. F-BH124

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:76: Borehole No. F-BH124

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:77: Borehole No. F-BH124

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:78: Borehole No. F-BH124

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:79: Borehole No. F-BH124

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:80: Borehole No. F-BH124

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:81: Borehole No. F-BH124

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:81: End of Borehole 34.00 m

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:82: Borehole No. F-BH125

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:83: Borehole No. F-BH125

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:84: Borehole No. F-BH125

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:85: Borehole No. F-BH125

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:86: Borehole No. F-BH125

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:87: Borehole No. F-BH125

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:87: End of Borehole 29.20 m

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:88: Borehole No. F-BH119

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:89: Borehole No. F-BH119

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:90: Borehole No. F-BH119

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:91: Borehole No. F-BH119

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:92: Borehole No. F-BH119

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:93: Borehole No. F-BH119

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:93: End of Borehole 28.50 m

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:94: Borehole No. F-BH116

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:95: Borehole No. F-BH116

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:96: Borehole No. F-BH116

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:97: Borehole No. F-BH116

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:98: Borehole No. F-BH116

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:99: Borehole No. F-BH116

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:100: Borehole No. F-BH116

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:100: End of Borehole 31.00 m

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:101: Borehole No. F-BH115

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:102: Borehole No. F-BH115

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:103: Borehole No. F-BH115

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:104: Borehole No. F-BH115

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:105: Borehole No. F-BH115

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:106: Borehole No. F-BH115

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:107: Borehole No. F-BH115

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:107: End of Borehole 31.50 m

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:108: Borehole No. F-BH114

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:109: Borehole No. F-BH114

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:110: Borehole No. F-BH114

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:111: Borehole No. F-BH114

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:112: Borehole No. F-BH114

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:113: Borehole No. F-BH114

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:113: End of Borehole 29.00 m

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:114: Borehole No. F-BH120

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:115: Borehole No. F-BH120

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:116: Borehole No. F-BH120

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:117: Borehole No. F-BH120

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:118: Borehole No. F-BH120

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:119: Borehole No. F-BH120

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:120: Borehole No. F-BH120

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:121: Borehole No. F-BH120

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:121: End of Borehole 39.00 m

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,

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.

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

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:122: Borehole No. F-BH102

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,

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.

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:123: Borehole No. F-BH102

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,

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.

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:124: Borehole No. F-BH102

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,

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.

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:125: Borehole No. F-BH102

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,

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.

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:126: Borehole No. F-BH102

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,

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.

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:127: Borehole No. F-BH102

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,

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.

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:128: Borehole No. F-BH102

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,

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.

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:129: Borehole No. F-BH102

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:129: End of Borehole 39.00 m

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,

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.

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

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:130: Borehole No. F-BH104

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:131: Borehole No. F-BH104

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:132: Borehole No. F-BH104

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:133: Borehole No. F-BH104

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:134: Borehole No. F-BH104

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:135: Borehole No. F-BH104

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,

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.

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

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.

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:136: Borehole No. F-BH104

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:136: End of Borehole 32.00 m

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,

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.

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

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.

R-2023-0277-CD-DECISION NOTICE.pdf:4:9. A scheme for managing and/or decommissioning any borehole installed for

R-2023-0277-CD-DECISION NOTICE.pdf:4: scheme shall provide details of how redundant boreholes are to be

R-2023-0277-CD-DECISION NOTICE.pdf:4: decommissioned and how any boreholes that need to be retained, post-

R-2023-0277-CD-DECISION NOTICE.pdf:4: REASON: To ensure that redundant boreholes are safe and secure, and do

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,

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)

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:33: boreholes)

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

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

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

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:20: boreholes using shell and auger (cable percussive)

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Six cable percussive boreholes, three of which

R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:21: Eight boreholes and 46 trial pits

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

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

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

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

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

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

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

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

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.

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:25:  11 boreholes to up to 10m.

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

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

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

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.

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.

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

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:30: typically BGS Borehole

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:30: firebricks, BGS Borehole

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: black 12m BGS borehole Aquifer narrow band

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:31: Mudstone Mudstone, to >1000m, BGS Borehole Aquifer

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).

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;

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:44:  15 window sample boreholes;

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

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

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

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,

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

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: Borehole 26/R

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

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: partings of sand. in Borehole 26/O.

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:49: many boreholes

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

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:63: typically BGS Borehole

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:63: firebricks, BGS Borehole

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

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:64: sand layers BGS borehole

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:64: lacustrine clayey BGS borehole Strata

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

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:83: one borehole location.

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

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

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: boreholes were proposed on the remainder of the site.

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

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

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

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.

R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:3: evaluation of borehole and trenching data

R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:3: remains of high significance suggested by the borehole/trenching data,