{include:Teesworks - keywords - menu} [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:45: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:45: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:45: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:45: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:46: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:46: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:46: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:46: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:47: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:47: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:47: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf|EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf]]:47: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf|EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf]]:39:into connection with this aerated zone. Fractured rock or fissured geology could also short [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:27: fracture permeability - meaning they usually provide a high level of water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf|EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf]]:81: • Hydro fracture analysis and calculation; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf|EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf]]:214:exploration wells in 2021. Testing and fracturing operations ended in began in 2018. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf|EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf]]:576: fractured wells for [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf|EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf]]:576: fracturing fluid [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf|EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf]]:576: hydraulic fracturing [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf|EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf]]:603:hydraulic fracturing hydrocracker [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf|EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf]]:603:Technique that involves fracturing rock to improve its permeability. A refinery unit that uses catalysts and extraordinarily high pressure, in the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf|EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf]]:22:extraction of gas from shale using a new combination of techniques termed hydraulic fracturing, or [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf|EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf]]:27:directional drilling and high-volume hydraulic fracturing (“fracking”). Shale gas production has grown [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf|EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf]]:29:high-volume hydraulic fracturing, a large portion of the injected fluids return to the surface (“flowback [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf|EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf]]:137:fracturing. Additionally, to oversee regional pressurisation of the storage sites, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf|EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf]]:137:certain values to avoid induce fractures or reactivate faults in the sealing caprock [[5]]. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:101:Hydraulic fracturing. Equinor is exposed to risks as a result of Project development and production operations. Equinor’s [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:101:its use of hydraulic fracturing. development projects and production operations involve [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:101:Equinor's US operations use hydraulic fracturing which is subject from realising profits and cause substantial losses. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:101:fracturing fluids or a case of spillage or mishandling of hydraulic Unexpected events as equipment shortages or failures, natural [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:101:fracturing fluids during these activities could subject Equinor to hazards, unexpected drilling conditions or reservoir [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:101:of hydraulic fracturing through additional permit requirements, challenging areas such as deep waters or other harsh [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:101:the demand for its fracturing services. new market and/or a new main contractor for Equinor), which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf|EN010103-002629-NZT DCO 3.3 - Funding Statement - Appendix 5 - Equinor - Nov 2022 (D13).pdf]]:349: on hydraulic fracturing; security breaches, including breaches of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf|EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf]]:13: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf|EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf]]:13: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf|EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf]]:14: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf|EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf]]:14: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf|EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf]]:14: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:39: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:39: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:40: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:40: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:40: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:40: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:41: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:41: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:41: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:41: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:42: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:42: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:42: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:42: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:43: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:43: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:43: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:43: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:44: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:44: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:44: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:44: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:45: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:45: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:45: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:45: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:46: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:46: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:46: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:46: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:47: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:47: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:47: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:47: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:48: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:48: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:48: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:48: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:49: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:49: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:49: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:49: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:50: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:50: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:50: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf|EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf]]:50: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf|EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf]]:25: fracture permeability - meaning they usually provide a high level of water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:49: Bedrock Flow: Well Connected Fractures 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EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:50: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:51: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:51: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:51: Bedrock Flow: Well Connected Fractures 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EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:52: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:52: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:55: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:55: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:55: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:55: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:56: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:56: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:56: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:56: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:57: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:57: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:57: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:57: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:58: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:58: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:58: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:58: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf|EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf]]:60: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf|EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf]]:349:require specialized extraction technology such as hydraulic fracturing or reservoir). Unplanned plant deferrals include breakdowns, which does not [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:15: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:15: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:15: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:15: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:16: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:16: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:16: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:16: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:17: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf|EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf]]:17: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 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[[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:49: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:50: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:50: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:50: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:50: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:51: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:51: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf|EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:28: below at least 22m bgl. Sometimes heavily fractured, or, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:109:The iron was then fractured and recycled back to the blast furnace. It is reported that there were a series of nine [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf|EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf]]:113:The clean-up efforts are led by the Hydrocarbon Pollution and and hydraulic fracturing operations by increasing recycling capacity [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf|EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf]]:113:remediation projects. In 2019, 21 contractors started operations on 21 lots Chemical additives are needed in hydraulic fracturing fluid to carry sand, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf|EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf]]:113:which add up to 12 of the 67 polluted sites recorded in the UNEP report. reduce friction and prevent the growth of bacteria. Hydraulic fracturing [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf|EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf]]:113:HYDRAULIC FRACTURING Overall, we believe it is relatively unlikely that hydraulic fracturing or well [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf|EN010103-001603-NZT DCO 9.4 - APPENDIX 4 LATEST AUDITED ACCOUNTS – SHELL U.K. LIMITED.pdf]]:113:hydraulic fracturing is used to produce gas and oil from tight sandstone operations accordingly, often beyond regulatory requirements. We assess [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:29: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:29: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:29: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:30: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:30: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:30: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:30: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:31: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:31: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:31: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:31: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:32: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:32: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:32: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:32: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:33: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:33: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:33: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf|EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf]]:33: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:34: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:34: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:34: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:35: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:35: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:35: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:36: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:37: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:39: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:39: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:39: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf|EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf]]:39: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:23: specimen on a solid surface can be fractured with 25-50 Can be fractured with a single firm [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:23: geological hammer to fracture it. (50-100) geological hammer to fracture. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:23: hammer to fracture it. (100-250) hammer to fracture. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:23: A Unweathered Original strength, colour, fracture spacing [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:23: Slightly reduced strength, slightly closer fracture spacing, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:23: weathering penetrating in from fractures, brown oxidation [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:23: Further weathered, much closer fracture spacing grey [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:25:Fracture Index Information given relating to the fracture index of the rock. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:26:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:38: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:39: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:40: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:41: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:42: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:43: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:59: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:60: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:61: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:62: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:63: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:64: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:79: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:80: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:81: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:82: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:83: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:95: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:96: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:97: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:98: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:99: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:111: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:112: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:113: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:114: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:115: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:127: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:128: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:129: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:130: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:131: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:145: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:146: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:147: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:147: (Driller describes as 'fractured'). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:148: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:149: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:150: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:165: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:166: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:167: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:167: and fractured'). (continued) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:168: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:169: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:169: fractured'). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:169: (0.40) fractured'). [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:170: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:184: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:185: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:186: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:187: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:199: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:200: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:201: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:202: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:203: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:204: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:219: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:220: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:221: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:222: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:223: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:224: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:237: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:238: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:239: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:240: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:241: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:242: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:257: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:258: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:259: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:260: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:261: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:275: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:276: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:277: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:287: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:288: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:289: Fracture [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:637: the borehole preparation on local fracturing whilst Gur is more representative of the rock [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:655:Heavily fractured material around the test centre, although not likely to burst the membrane, will [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:285: time. The actual value can be compared to limit values calculated from hydro fracture analysis to avoid [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:285: Hydro fracture analysis and calculation [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:285: (Pressure set by hydro fracture calculation) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:286: design) of hydro fracture for the landfall. This calculation is to be graphed against chainage [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:286: • The maximum allowable pressure ground could withstand without hydrofracturing [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf|EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf]]:295: Tripping and Sprains and fractures 3 as far as possible the need to cross them. Low [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:50: related to activation of faults that could act as leakage pathways for CO2 and fracturing of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf|EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf]]:170:seal fracture pressure) via a controlled pore voidage replacement process. Brine producers [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:14: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:14: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:15: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:15: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:15: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:15: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:16: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf|EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf]]:16: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf|EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf]]:14: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf|EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf]]:14: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf|EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf]]:14: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf|EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf]]:14: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:52: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:52: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:52: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:53: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:54: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:55: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:55: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:55: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:55: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:56: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:56: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:56: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:56: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:57: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:57: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:57: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:57: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:58: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:58: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:58: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:58: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:60: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:60: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:60: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:60: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:61: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:61: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:61: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:61: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:62: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:62: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:62: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:62: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:63: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:63: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:63: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf|EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf]]:63: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:59: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:60: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:60: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:60: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:60: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:61: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:61: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:61: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:61: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:63: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:63: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:63: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:65: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:66: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:66: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:66: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf|EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf]]:66: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:15:hydrocarbon traps and seals because it tends to flow rather than fracture during deformation, thus preventing [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf|EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf]]:28:faults/fractures or induced faults/fractures) from a fully evaluated and characterized store with a proven seal is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf|EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf]]:8: intergranular and/or fracture permeability - meaning they usually provide a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:21: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:21: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:23: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf|EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf]]:23: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:26: fracture permeability - meaning they usually provide a high level of water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf|EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf]]:78: • Hydro fracture analysis and calculation; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf|EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf]]:213:exploration wells in 2021. Testing and fracturing operations ended in began in 2018. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf|EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf]]:575: fractured wells for [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf|EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf]]:575: fracturing fluid [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf|EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf]]:575: hydraulic fracturing [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf|EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf]]:602:hydraulic fracturing hydrocracker [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf|EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf]]:602:Technique that involves fracturing rock to improve its permeability. A refinery unit that uses catalysts and extraordinarily high pressure, in the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:25: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:26: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf|EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf]]:26: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf|EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf]]:479: EM-EP- fractured wells for which there is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf|EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf]]:479: 140a.3 public disclosure of all fracturing [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf|EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf]]:479: fracturing sites where ground or [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf|EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf]]:503: hydraulic fracturing of natural gas from other gases such as acid gases and LPG, to then [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf|EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf]]:503: Technique that involves fracturing rock to improve its permeability. liquefy it and finally store it, before loading on to the LNG carriers. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:17: noted to be fossiliferous. Some horizons were found to be heavily fractured, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:37: fracture was discovered. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:41:15.10 42.60 -35.38 27.50 Highly and moderately weathered closely and moderately fractured red Mercia Mudstone [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:41:42.60 45.10 -37.88 2.50 Slightly weathered moderately fractured brown slightly gypsiferous weak Mercia Mudstone [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:75: and / or fracture permeability - meaning they usually provide a high level of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:218: case on the degree of fracturing. Variability in fracturing may permit [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:305:fractured and recycled back to the blast furnace. It is reported that there were a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf|EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf]]:54: intergranular and/or fracture permeability - meaning they usually provide a [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:101: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:101: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:101: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:101: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:102: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:102: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:102: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:102: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:103: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:103: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:103: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:103: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:104: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:104: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:104: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf|EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf]]:104: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:102:Hydraulic fracturing. Equinor is exposed to risks as a result of Project development and production operations. Equinor’s [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:102:its use of hydraulic fracturing. development projects and production operations involve [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:102:Equinor's US operations use hydraulic fracturing which is subject from realising profits and cause substantial losses. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:102:fracturing fluids or a case of spillage or mishandling of hydraulic Unexpected events as equipment shortages or failures, natural [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:102:fracturing fluids during these activities could subject Equinor to hazards, unexpected drilling conditions or reservoir [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:102:of hydraulic fracturing through additional permit requirements, challenging areas such as deep waters or other harsh [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:102:the demand for its fracturing services. new market and/or a new main contractor for Equinor), which [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf|EN010103-001602-NZT DCO 9.4 - APPENDIX 3 LATEST AUDITED ACCOUNTS – EQUINOR NEW ENERGY LIMITED.pdf]]:350: on hydraulic fracturing; security breaches, including breaches of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:12: an extremely weak or weak, grey mudstone, locally fossiliferous. It is sometimes heavily fractured, or, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:28: The length of unjointed pile types cannot be readily varied to intersect Not appropriate in ground containing frequent and substantial weak fractured rocks, low plasticity silts or clays below the water [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:47: Driven piles may result in fracturing of the rock potentially increasing the risk of creating preferential pathway [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf|EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf]]:50: Driven piles may result in fracturing of the rock potentially increasing the risk of creating preferential [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:19: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:19: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:20: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:20: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:20: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:20: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:21: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:21: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:21: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:21: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:22: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:23: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:23: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:23: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:23: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:24: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:24: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:24: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf|EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf]]:24: Bedrock Flow: Well Connected Fractures [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf|EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf]]:10: occasionally heavily fractured. The Redcar Mudstone was proved to a thickness of [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000206-EN010082-6.3.16-ES Annex I1-Transport Assessment-Final-November 2017.pdf|EN010082-000206-EN010082-6.3.16-ES Annex I1-Transport Assessment-Final-November 2017.pdf]]:49: following injuries whether or not they are detained in hospital: fractures, concussion, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:35: Selected sub-samples of rock core were extracted where suitable intact and unfractured [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:45:FI Fracture Index- The number of fractures per 1000mm length of solid core. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:51: MUDSTONE. Interlocking fractures throughout core [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:51: bedding fractures, 0-10mm, clear to clay infill. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:51: 10 bedding fractures, closed and clear. Dip: 0-15°. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:52: MUDSTONE. Interlocking fractures throughout core [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:52: 35.04m: 1no planar bedding fracture, smooth and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:67: 31 undulating bedding fractures. Clean. Dip: 0-30°. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:67: 33.00m-35.65m: 7 closely spaced bedding fractures, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:67: planar, closed to 10mm bedding fractures wi h [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:67: fractures, 0-10mm, clean to clay gravel infill. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:68: fractures, 2-4mm. Clean. Dip: 0-5°. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:68: bedding fractures, 0-10mm with clean to clay [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:73: Fracture Logs [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000577-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 2.pdf|TR030002-000577-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 2.pdf]]:13: underlying deep-seated fracture. Vol. I. Yorkshire. Memoirs of the Geological Survey of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf|TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf]]:35: Decommissioning impacts are likely to be similar and/ or limited flow via fissures or fractures [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000732-DEA UK SNS Limited (Written Representation).pdf|TR030002-000732-DEA UK SNS Limited (Written Representation).pdf]]:27: apparatus caused by, for example, the fracturing of another pipe. There is no provision [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-001856-Examining Authority’s Recommendation Report.pdf|TR030002-001856-Examining Authority’s Recommendation Report.pdf]]:83: as that has limited flow via fissures or fracture, any contamination [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf|TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf]]:24: apparatus caused by, for example, the fracturing of another pipe. There is no provision [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf|TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf]]:21: the noise and traffic which may be associated with hydraulic fracturing, is set [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf|TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf]]:21: reserves within National Parks, including the use of hydraulic fracturing, is subject to the same [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000868-CATS Parties - young lady report.pdf|TR030002-000868-CATS Parties - young lady report.pdf]]:45: Line of fracture [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf|TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf]]:14: York dredger whilst removing fractured limestone. Four of the events were linked to a single [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf|TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf]]:46:by a Hydraulic Cutterhead Dredge Fracturing Limestone Rock. ERDC TN-DOER-E34. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:21: permeable due to fracturing. Groundwater within the mudstone aquifer beneath the harbour [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:42: fractures and, consequently, the aquifer is not used as a resource. The effect of piling on flow is likely [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf|TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf]]:24: apparatus caused by, for example, the fracturing of another pipe. There is no provision [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:150: traffic which may be associated with hydraulic fracturing, is set out in [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:77: to increased fracturing. The controls on fault-related deformation are complex and depend on [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:77: 1. The width and intensity of any fracturing and broken rock within and adjacent to a fault [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:78: The major implication of the Cleveland Dyke is that it may be more fractured than the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:80: fracturing. All of these effects have the potential to significantly impact on the ability of a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:93: Cleveland Dyke at surface tends to be more strongly fractured than the surrounding [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:93: sedimentary rocks. If this fracturing continues to depth, then the Cleveland Dyke may act as a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:111: mining conditions which include fractured or friable rock and water and gas ingress. In [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:136: ground conditions that result from weak and fractured rock. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:183: quality. It does not flow and is expected to fracture cleanly in the vicinity of faults – [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:55:5.13 In geology, a fault is a planar fracture or discontinuity in a volume of rock, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:55: across which there has been significant displacement along the fractures as a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:55: result of earth movement. Since faults rarely consist of a single, clean fracture, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:80: surface, the Dyke tends to be more strongly fractured than the surrounding [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf|TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf]]:80: sedimentary rocks and if this fracturing continues to a depth, then the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:515: York dredger whilst removing fractured limestone. Four of the events were linked to a single [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:547:by a Hydraulic Cutterhead Dredge Fracturing Limestone Rock. ERDC TN-DOER-E34. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:515: York dredger whilst removing fractured limestone. Four of the events were linked to a single [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:547:by a Hydraulic Cutterhead Dredge Fracturing Limestone Rock. ERDC TN-DOER-E34. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:1: Fractures are sub horizontal to horizontal planar smooth with occasional clay in ll on fracture [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:2: Fractures are sub horizontal to horizontal planar smooth with occasional clay in ll on fracture [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:2: veins are locally present (-1cm thickness). Fractures are horizontal smooth. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:5: Fractures are planar smooth with clay in ll on fracture surfaces. 17.90 ES [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:7: thickness) Fractures are closely spaced undula ng smooth with frequent CLAY in ll on fracture 15.60 ES [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:8: thickness) Fractures are closely spaced undula ng smooth with frequent CLAY in ll on fracture [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:9: argillaceous MUDSTONE. Fractures are smooth undula ng with occasional clay in lling on [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:9: fracture surface. 12.90 ES 0.10 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:9: MUDSTONE. Fractures are smooth undula ng with frequent clay in ll on fracture surfaces [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:10: MUDSTONE. Fractures are smooth undula ng with frequent clay in ll on fracture surfaces [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:11: and SILTSTONE moderately to highly weathered. Fractures are sub horizontal planar smooth [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:11: 17.70 -10.87 with frequent CLAY in ll on fracture surfaces. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:14: MUDSTONE (Mercia Mudstone). Gypsum veins present locally (1-2cm thickness). Fractures are [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:14: subhorizontal smooth undula ng with clay in lling on fracture surfaces. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:17: sediment deforma on. Gypsum veins (1-2cm thickness) are locally present. Fractures are very [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:18: sediment deforma on. Gypsum veins (1-2cm thickness) are locally present. Fractures are very [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:25: Fractures are sub horizontal planar smooth with occasional clay in lling and mineral staining on [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:25: fracture surface. 16.00 PID 0.20 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:26: Fractures are sub horizontal planar smooth with occasional clay in lling and mineral staining on [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:26: fracture surface. 21.00 PID 0.30 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:29: (MERCIA MUDSTONE). Fractures are subhorizontal-horizontal planar smooth with occasional [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:29: clay in lling and mineral staining on fracture surfaces. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:30: (MERCIA MUDSTONE). Fractures are subhorizontal-horizontal planar smooth with occasional [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Final BH01-BH15 Logs-60.pdf|MLA_2020_00506-Final BH01-BH15 Logs-60.pdf]]:30: clay in lling and mineral staining on fracture surfaces. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:89: specimen on a solid surface can be fractured with 25-50 Can be fractured with a single firm [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:89: geological hammer to fracture it. (50-100) geological hammer to fracture. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:89: hammer to fracture it. (100-250) hammer to fracture. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:89: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:89: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:89: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:89: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:91:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:92:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:100: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:101: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:102: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:103: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:104: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:115: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:116: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:117: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:118: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:119: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:127: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:128: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:129: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:130: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:131: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:143: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:144: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:145: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:154: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:155: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:156: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:157: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:158: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:169: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:170: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:171: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:179: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:180: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:181: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:190: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:191: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:192: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:193: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:203: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:204: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:205: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:214: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:215: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:216: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:217: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:226: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:227: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:228: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:246: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:247: Fracture [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:248: Fracture [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf]]:19:to allow for any runoff losses due fracturing or wetting/absorption in the runoff surfaces. [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:24: 0.0 On Site Fracture Low Low [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF|R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF]]:24: 0.0 On Site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:17: which was locally noted to be fossiliferous. Some horizons were noted to be heavily fractured, or [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:18: fracture permeability (usually provide [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:103: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:103: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:103: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:103: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:156: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:156: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:156: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:156: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:18: fracture permeability (usually provide [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:17:locally noted to be fossiliferous. Some horizons were noted to be heavily fractured, or recovered as non-intact [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:22:by Tindal 1998. The unexpectedly high permeabilities may be the result of drilling induced fracturing of the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:203: From 0.6m: Concrete, fractured rebar in place. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:317: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:318: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:319: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:320: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:321: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:342: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:343: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:344: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:345: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:346: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:347: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:358: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:359: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:360: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:361: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:440: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:441: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:442: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:443: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:444: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:445: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:461: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:462: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:463: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:464: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:465: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:466: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:481: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:482: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:483: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:484: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:485: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:497: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:498: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:499: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:500: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:501: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:513: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:514: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:515: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:516: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:517: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:529: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:530: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:531: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:532: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:533: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:547: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:548: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:549: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:549: (Driller describes as 'fractured'). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:550: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:551: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:552: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:567: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:568: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:569: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:569: and fractured'). (continued) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:570: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:571: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:571: fractured'). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:571: (0.40) fractured'). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:572: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:586: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:587: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:588: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:589: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:601: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:602: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:603: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:604: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:605: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:606: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:621: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:622: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:623: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:624: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:625: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:626: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:639: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:640: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:641: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:642: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:643: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:644: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:659: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:660: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:661: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:662: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:663: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:677: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:678: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:679: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:689: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:690: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:691: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:18: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:18: hammer to fracture. hammer [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:18: fracture. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:18: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:18: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:18: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:18: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:20:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:21:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:34: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:35: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:36: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:37: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:38: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:39: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:55: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:56: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:57: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:58: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:59: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:72: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:73: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:74: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:75: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:76: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:77: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:99: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:100: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:101: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:102: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:103: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:104: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:105: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:106: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:121: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:122: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:123: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:124: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:125: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:126: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:138: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:139: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:140: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:141: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:142: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:143: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:156: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:157: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:158: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:159: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:22: specimen on a solid surface can be fractured with 25-50 Can be fractured with a single firm [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:22: geological hammer to fracture it. (50-100) geological hammer to fracture. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:22: hammer to fracture it. (100-250) hammer to fracture. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:22: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:22: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:22: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:22: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:24:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:25:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:37: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:38: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:39: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:40: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:41: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:42: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:58: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:59: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:60: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:61: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:62: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:63: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:78: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:79: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:80: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:81: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:82: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:94: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:95: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:96: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:97: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:98: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:110: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:111: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:112: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:113: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:114: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:126: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:127: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:128: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:129: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:130: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:144: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:145: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:146: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:146: (Driller describes as 'fractured'). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:147: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:148: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:149: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:164: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:165: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:166: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:166: and fractured'). (continued) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:167: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:168: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:168: fractured'). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:168: (0.40) fractured'). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:169: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:183: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:184: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:185: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:186: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:198: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:199: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:200: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:201: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:202: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:203: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:218: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:219: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:220: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:221: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:222: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:223: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:236: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:237: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:238: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:239: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:240: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:241: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:256: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:257: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:258: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:259: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:260: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:274: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:275: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:276: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:286: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:287: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:288: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1409: the borehole preparation on local fracturing whilst Gur is more representative of the rock [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1427:Heavily fractured material around the test centre, although not likely to burst the membrane, will [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:18:locally noted to be fossiliferous. Some horizons were noted to be heavily fractured, or recovered as non-intact [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:23:by Tindal 1998. The unexpectedly high permeabilities may be the result of drilling induced fracturing of the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:211: From 0.6m: Concrete, fractured rebar in place. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:325: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:326: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:327: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:328: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:329: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:350: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:351: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:352: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:353: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:354: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:355: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:366: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:367: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:368: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:369: Fracture Reduced [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:448: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:449: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:450: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:451: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:452: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:453: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:469: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:470: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:471: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:472: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:473: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:474: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:489: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:490: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:491: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:492: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:493: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:505: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:506: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:507: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:508: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:509: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:521: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:522: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:523: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:524: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:525: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:537: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:538: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:539: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:540: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:541: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:555: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:556: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:557: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:557: (Driller describes as 'fractured'). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:558: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:559: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:560: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:575: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:576: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:577: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:577: and fractured'). (continued) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:578: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:579: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:579: fractured'). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:579: (0.40) fractured'). [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:580: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:594: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:595: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:596: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:597: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:609: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:610: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:611: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:612: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:613: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:614: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:629: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:630: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:631: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:632: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:633: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:634: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:647: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:648: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:649: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:650: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:651: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:652: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:667: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:668: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:669: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:670: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:671: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:685: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:686: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:687: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:697: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:698: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:699: Fracture [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:16:locally noted to be fossiliferous. Some horizons were noted to be heavily fractured, or recovered as non-intact [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:20:by Tindal 1998. The unexpectedly high permeabilities may be the result of drilling induced fracturing of the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:18: fracture permeability (usually provide [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:264: From 0.6m: Concrete, fractured rebar in place. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:362: From 0.6m: Concrete, fractured rebar in place. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:17:drilling induced fracturing of the mudstone in the close proximity of the well, where mudstone is described in [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:9:be the result of drilling induced fracturing of the mudstone in close proximity of the well, where mudstone is [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:9:also result from localised secondary porosity (fracture driven flow) which is know to be common in the Mercia [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: hammer to fracture. hammer [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: fracture. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:48:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:49:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:66: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:67: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:77: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:78: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:81: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:82: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:86: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:87: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1415:be the result of drilling induced fracturing of the mudstone in the close proximity of the well, where mudstone [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:16: specimen on a solid surface can be fractured with 25-50 Can be fractured with a single firm [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:16: geological hammer to fracture it. (50-100) geological hammer to fracture. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:16: hammer to fracture it. (100-250) hammer to fracture. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:16: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:16: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:16: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:16: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:18:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:19:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:16: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:16: hammer to fracture. (50-100) [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:16: fracture. (100-200) with a hammer [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:16: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:16: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:16: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:16: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:18:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:19:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:36: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:37: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:47: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:48: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:51: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:52: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:56: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:57: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:470: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:471: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:481: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:482: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:485: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:486: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:490: Fracture [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:491: Fracture [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf|R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf]]:19:to allow for any runoff losses due fracturing or wetting/absorption in the runoff surfaces. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:359:permeability will be linked to the extent of fracturing within the rock. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:653: lower part. fractured . [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:653: fractured . [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:653: sandstone; halite in lower fractured . [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:707: lower part. Some Shale fractured . [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:707: fractured . [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:727: lower part fractured [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:728: fractured [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:728: sandstone; halite in lower fractured [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:52: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:52: hammer to fracture. (50-100) [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:52: fracture. (100-200) with a hammer [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:52: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:52: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:52: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:52: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:54:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:55:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:52: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:52: hammer to fracture. hammer [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:52: fracture. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:52: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:52: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:52: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:52: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:54:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:55:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:70: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:71: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:86: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:87: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:96: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:97: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:106: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:107: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:116: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:117: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:125: Fracture [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:126: Fracture [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:13: Up to 220 m Rock layers with high intergranular or fracture [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:34: drilling induced fractures due to the mudstone being moderately weak in some sections of the well. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:24: lower part. fractured . [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:24: fractured . [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:24: sandstone; halite in lower fractured . [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:78: lower part. Some Shale fractured . [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:78: fractured . [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:98: lower part fractured [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:99: fractured [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:99: sandstone; halite in lower fractured [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:311: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:311: hammer to fracture. (50-100) [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:311: fracture. (100-200) with a hammer [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:311: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:311: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:311: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:311: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:313:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:314:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:326: Fracture Reduced [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:327: Fracture Reduced [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:328: Fracture Reduced [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:329: Fracture Reduced [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1968: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1968: Vulnerability Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1968: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1968: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1968: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1968: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1969: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1969: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1969: Vulnerability Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:2009: On site Fracture Low Low [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:2009: On site Fracture Low Low [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:2009: On site Fracture Low Low [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:18: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:18: hammer to fracture. (50-100) [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:18: fracture. (100-200) with a hammer [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:18: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:18: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:18: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:18: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:20:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:21:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:33: Fracture Reduced [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:34: Fracture Reduced [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:35: Fracture Reduced [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:36: Fracture Reduced [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:13:moderately weathered red brown, closely fractured, with Mudstone [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Productive Bedrock Aquifer, Datamm/year Recharge potential: High connected fractures [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Productive Bedrock Aquifer, <300mm/year Recharge potential: No Data connected fractures [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Productive Bedrock Aquifer, Datamm/year Recharge potential: No Data connected fractures [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:137: On site Fracture Low Low [[this>Teesworks/Planning/R-2023-0339-CD/R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:10: closely fractured, with thin bands of very [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf|R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf]]:19:to allow for any runoff losses due fracturing or wetting/absorption in the runoff surfaces. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:126:be the result of drilling induced fracturing of the mudstone in the close proximity of the well, where mudstone [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: specimen on a solid surface can be fractured with 25-50 Can be fractured with a single firm [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: geological hammer to fracture it. (50-100) geological hammer to fracture. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: hammer to fracture it. (100-250) hammer to fracture. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:159:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:160:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:9:be the result of drilling induced fracturing of the mudstone in close proximity of the well, where mudstone is [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:9:also result from localised secondary porosity (fracture driven flow) which is know to be common in the Mercia [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: hammer to fracture. (50-100) [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: fracture. (100-200) with a hammer [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:48:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:49:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:66: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:67: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:77: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:78: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:81: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:82: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:86: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:87: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: hammer to fracture. (50-100) [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: fracture. (100-200) with a hammer [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:25:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:26:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:43: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:44: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:54: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:55: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:58: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:59: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:63: Fracture [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:64: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:17:drilling induced fracturing of the mudstone in the close proximity of the well, where mudstone is described in [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:9:be the result of drilling induced fracturing of the mudstone in close proximity of the well, where mudstone is [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:9:also result from localised secondary porosity (fracture driven flow) which is know to be common in the Mercia [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: hammer to fracture. hammer [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: fracture. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:48:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:49:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:66: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:67: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:77: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:78: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:81: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:82: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:86: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:87: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1415:be the result of drilling induced fracturing of the mudstone in the close proximity of the well, where mudstone [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:470: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:471: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:481: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:482: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:485: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:486: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:490: Fracture [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:491: Fracture [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:66: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:66: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:66: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:66: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:109: On site Fracture Low Low [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:22: specimen on a solid surface can be fractured with 25-50 Can be fractured with a single firm [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:22: geological hammer to fracture it. (50-100) geological hammer to fracture. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:22: hammer to fracture it. (100-250) hammer to fracture. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:22: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:22: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:22: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:22: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:24:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:25:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:33: Fracture [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:34: Fracture [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:39: Fracture [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:40: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:19: fracture permeability (usually provide [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:113: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:113: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:113: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:113: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:166: On site Fracture Low Low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:166: On site Fracture Low Low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:166: On site Fracture Low Low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:166: On site Fracture Low Low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:18: fracture permeability (usually provide [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:95: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:148: On site Fracture Low Low [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:20:locally noted to be fossiliferous. Some horizons were noted to be heavily fractured, or recovered as non-intact [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:25:by Tindal 1998. The unexpectedly high permeabilities may be the result of drilling induced fracturing of the [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:222: From 0.6m: Concrete, fractured rebar in place. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:336: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:337: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:338: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:339: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:340: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:361: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:362: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:363: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:364: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:365: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:366: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:377: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:378: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:379: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:380: Fracture Reduced [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:459: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:460: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:461: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:462: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:463: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:464: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:480: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:481: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:482: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:483: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:484: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:485: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:500: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:501: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:502: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:503: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:504: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:516: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:517: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:518: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:519: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:520: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:532: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:533: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:534: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:535: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:536: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:548: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:549: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:550: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:551: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:552: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:566: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:567: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:568: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:568: (Driller describes as 'fractured'). [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:569: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:570: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:571: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:586: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:587: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:588: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:588: and fractured'). (continued) [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:589: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:590: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:590: fractured'). [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:590: (0.40) fractured'). [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:591: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:605: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:606: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:607: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:608: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:620: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:621: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:622: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:623: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:624: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:625: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:640: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:641: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:642: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:643: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:644: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:645: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:658: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:659: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:660: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:661: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:662: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:663: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:678: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:679: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:680: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:681: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:682: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:696: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:697: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:698: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:708: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:709: Fracture [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:710: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:126:be the result of drilling induced fracturing of the mudstone in the close proximity of the well, where mudstone [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: hammer to fracture. (50-100) [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: fracture. (100-200) with a hammer [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:25:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:26:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:43: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:44: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:54: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:55: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:58: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:59: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:63: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:64: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: specimen on a solid surface can be fractured with 25-50 Can be fractured with a single firm [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: geological hammer to fracture it. (50-100) geological hammer to fracture. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: hammer to fracture it. (100-250) hammer to fracture. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:159:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:160:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:9:be the result of drilling induced fracturing of the mudstone in close proximity of the well, where mudstone is [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:9:also result from localised secondary porosity (fracture driven flow) which is know to be common in the Mercia [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: Medium Strong fractured with a single firm blow of geological 25-50 (12.50-50) hand with a hammer [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: hammer to fracture. (50-100) [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: fracture. (100-200) with a hammer [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: A Unweathered Original strength, colour, fracture spacing [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: Slightly reduced strength, slightly closer fracture spacing, [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: weathering penetrating in from fractures, brown oxidation [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: Further weathered, much closer fracture spacing grey [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:48:Fracture Index Information given relating to the fracture index of the rock. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:49:FI Fracture Index - The number of fractures per 1000mm length of solid core. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:66: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:67: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:77: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:78: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:81: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:82: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:86: Fracture [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:87: Fracture [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf|R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf]]:10: closely fractured, with thin bands of very [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:13:moderately weathered red brown, closely fractured, with Mudstone [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Productive Bedrock Aquifer, Datamm/year Recharge potential: High connected fractures [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Productive Bedrock Aquifer, <300mm/year Recharge potential: No Data connected fractures [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Productive Bedrock Aquifer, Datamm/year Recharge potential: No Data connected fractures [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:90: Combined classification: Dilution value: Patchiness value: >90% connected fractures [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf|R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf]]:137: On site Fracture Low Low [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:15: weak fractured thinly to thickly 34.00m bgl (F-BH124) [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:16: Redcar Mudstone Formation Extremely weak fractured thinly laminated grey [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:16: Extremely weak and fractured thinly laminated reddish [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:55: MADE GROUND: Grey/black fractured bituminous surfacing. (0.10) [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:72: Very weak locally weak fractured thinly laminated dark grey [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:72: MUDSTONE. Fracture set 1: Very closely to medium [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:72: open, infilled with dark grey silt. Fracture set 2: Medium to [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:78: 10 Very weak locally weak fractured thinly to thickly laminated [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:78: 19.01- 19.29 C fragments. Fracture set 1: Wide to closely spaced, sub [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:78: From 19.63m bgl: Fracture set 2 present: Medium spaced, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:85: Very weak locally weak fractured thinly to thickly laminated [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:85: 18.00- dark bluish grey MUDSTONE. Fracture set 1: Wide to [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:85: Fracture set 2 present: Medium to close spaced, sub [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:91: Extremely weak locally very weak fractured thinly to thickly [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:91: laminated dark bluish grey MUDSTONE. Fracture set 1: [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:92: From 21.31m bgl: Fracture set 2 present: Medium to [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:99: From 25.30m bgl: Fracture set 1 present: Closely spaced, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:100: From 30.54m bgl: Fracture set 2 present: Medium to [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:112: Fracture set 1 present: Closely spaced, horizontal, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:113: From 26.15m bgl: Fracture set 2 present: Closely spaced, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:118: Very weak locally weak fractured thinly to thickly laminated [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:118: dark bluish grey MUDSTONE. Fracture set 1: Wide to [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:118: 64 Fracture set 2: Medium to closely spaced, subvertical to 70°, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:126: Extremely weak fractured thinly laminated reddish brown [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:126: recovered as gravel and firm clay. Fracture set 1: Very close [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:127: From 25.32m bgl: Fracture set 2 present: Wide spaced, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:127: From 27.00m bgl: Fracture set 1 no longer present. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:128: 0 From 31.20m bgl: Fracture set 3 present: Wide spaced, [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:128: grains of calcite. Secondary calcite present on fracture [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:129: From 38.21m bgl: Fracture set 4 present: Unknown