{include:Teesworks - keywords - menu} [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001063-NZT DCO 6.4.27 ES Vol III Appendix 12J GCN Report.pdf|EN010103-001063-NZT DCO 6.4.27 ES Vol III Appendix 12J GCN Report.pdf]]:7: were isolated and encircled by extensive hard standing with no habitat [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001137-NZT DCO 6.4.46 ES Vol III Appendix 24A Planned Development and Development Allocations.pdf|EN010103-001137-NZT DCO 6.4.46 ES Vol III Appendix 24A Planned Development and Development Allocations.pdf]]:13: northern half of the Tees Dock turning circle, a section of construction phase)… Phase 2 may be constructed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf|EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf]]:61: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf|EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf]]:134: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf|EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf]]:135: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf|EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf]]:64: here. The footprint of the scour protection is likely to be a 10-12m diameter circle. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf|EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf]]:134: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf|EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf]]:136: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[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]]:151: result in the discovery, in 1956, of huge “Red circles are coming” [[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]]:397: – Shareholders' Circle [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:76:Figure 12. Outfall 2 location indicated by blue circle .................................................................................... 11 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf|EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf]]:91:Figure 12. Outfall 2 location indicated by blue circle [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf|EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf]]:201: circles? [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf|EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf]]:663: (c) In particular the land circled on Figure 1 below (land to North and East of Number [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf|EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf]]:1070: dispersion/explosion/QRA studies or modelling been undertaken to inform blast / toxicity radii circles? [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf|EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf]]:1155: no longer be encircled. However, a strip of land on Wilton’s western [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf|EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf]]:26: of the Tees Dock turning circle, a section of Pending considered for shortlisting. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:87:Figure 12. Outfall 2 location indicated by blue circle .................................................................................... 11 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf|EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf]]:102:Figure 12. Outfall 2 location indicated by blue circle [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf|EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf]]:199: were built. Each area contains a focal stone circle and henge and many other major monuments. At [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf|EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf]]:219: "• The removal of the A303 and its traffic will greatly improve the setting of the stone circle and numerous monuments [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf|EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf]]:219: and monument groups across the central part of the WHS. Visitors will be able to appreciate the stone circle and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf|EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf]]:219: and restore the relationship between the stone circle and the Sun Barrow. It will also allow the removal of the lit junction [[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]]:282:BP Pipelines (North America) Inc. 45 Memorial Circle, Augusta ME 04330, Un ted States [[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]]:288:Advanced Biocatalytics Corporation (24.50%)a 18010 Skypark Circle , #130 , Irvine CA 92614, United States [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf|EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf]]:26: of the Tees Dock turning circle, a section of Pending considered for shortlisting. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001990-NZT DCO 9.22 - Written Summary of ISH3 - August 2022(D5).pdf|EN010103-001990-NZT DCO 9.22 - Written Summary of ISH3 - August 2022(D5).pdf]]:77: turning circles to the minimum permissible, but that further technical [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf|EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf]]:61: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf|EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf]]:129: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf|EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf]]:131: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf|EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf]]:26: of the Tees Dock turning circle, a section of Pending considered for shortlisting. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf|EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf]]:62: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf|EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf]]:135: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf|EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf]]:136: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf|EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf]]:19: turning circle, a section of the existing approach channel and to create a berth pocket), offshore disposal of dredged [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf|EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf]]:36: Tees Dock turning circle, a section of the Pending [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf|EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf]]:27: Tees Dock turning circle, a section of the Pending [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf|EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf]]:39: dredging (to deepen the northern half of the Tees Dock turning circle, a section R/2021/0057/ [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf|EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf]]:61: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf|EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf]]:133: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf|EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf]]:134: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf|EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf]]:63: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf|EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf]]:134: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf|EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf]]:136: therefore be represented by a 50m diameter (i.e. 25m radius) circle centred on the location [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf|EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf]]:24: this process. Mapped heat demands are represented as coloured circles where the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf|EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf]]:24: diameter of the circle is proportional to the size of the annual heat demand. This [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001144-NZT DCO 6.4.33 ES Vol III Appendix 14E Coastal Modelling Report.pdf|EN010103-001144-NZT DCO 6.4.33 ES Vol III Appendix 14E Coastal Modelling Report.pdf]]:8:Figure 12. Outfall 2 location indicated by blue circle .................................................................................... 11 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001144-NZT DCO 6.4.33 ES Vol III Appendix 14E Coastal Modelling Report.pdf|EN010103-001144-NZT DCO 6.4.33 ES Vol III Appendix 14E Coastal Modelling Report.pdf]]:23:Figure 12. Outfall 2 location indicated by blue circle [[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]]:630:• In addition it is assumed that the cavity expands as a circle and hence the results have been [[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]]:85: Tees Dock turning circle, a section of the Pending for shortlisting. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001124-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 5.pdf|EN010103-001124-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 5.pdf]]:55: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict Exit [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001124-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 5.pdf|EN010103-001124-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 5.pdf]]:77: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict Exit [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf|EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf]]:62: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf|EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf]]:135: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf|EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf]]:137: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf|EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf]]:62: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf|EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf]]:133: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf|EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf]]:135: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf|EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf]]:25: of the Tees Dock turning circle, a section of Pending considered for shortlisting. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002352-NZT CAH3 S2.pdf|EN010103-002352-NZT CAH3 S2.pdf]]:11:element of flexibility, as opposed to just pinpointing where the crane is going to be and drawing a circle [[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]]:134:10.1 Through regular technical collaboration with Orsted and reducing vessel turning circles and [[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]]:161:Through technical collaboration with Orsted and pushing vessel turning circles and safety [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002169-North Tees - Responses to the ExA’s ExQ2.pdf|EN010103-002169-North Tees - Responses to the ExA’s ExQ2.pdf]]:7:Englargement of Area Circled Above : Scale -1:250 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf|EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf]]:61: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf|EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf]]:133: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf|EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf]]:134: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf|EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf]]:27: of the Tees Dock turning circle, a section of Pending considered for shortlisting. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf|EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf]]:142: PATIO HALF CIRCLE [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf|EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf]]:26: of the Tees Dock turning circle, a section of Pending considered for shortlisting. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf|EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf]]:62: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf|EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf]]:130: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf|EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf]]:131: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[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]]:150: result in the discovery, in 1956, of huge “Red circles are coming” [[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]]:396: – Shareholders' Circle [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf|EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf]]:25: of the Tees Dock turning circle, a section of Pending considered for shortlisting. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf|EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf]]:63: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf|EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf]]:135: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf|EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf]]:137: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[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]]:154:circles are coming” introduces world leading designer and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:110: to correspond with the pipelines (expected to be open circles for [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf|EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf]]:61: footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf|EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf]]:134: The footprint of the scour protection is likely to be a 10-12m diameter circle. The circular [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf|EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf]]:135: be represented by a 50m diameter (i.e. 25m radius) circle centred on the location of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf|EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf]]:26: including turning circle) (Royal Haskoning, 2014). However, the majority of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:77:Figure 12. Outfall 2 location indicated by blue circle .................................................................................... 11 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf|EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf]]:92:Figure 12. Outfall 2 location indicated by blue circle [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf|EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf]]:22:Mount Pleasant) was originally structured around two circles of monuments, although there [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf|EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf]]:22: circle are visible on the surface of the mound. may be contemporary, but [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000361-Appendix A - DCO 6.3.14_Tees CCPP_ES_Annex H_HRA_UPDATED 230418.pdf|EN010082-000361-Appendix A - DCO 6.3.14_Tees CCPP_ES_Annex H_HRA_UPDATED 230418.pdf]]:24:projects has been identified in Figure H3.1 below. The red dotted circle [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000185-EN010082-6.2.14-ES Chapter 14-Human Health-Final-November 2017.pdf|EN010082-000185-EN010082-6.2.14-ES Chapter 14-Human Health-Final-November 2017.pdf]]:28: Health, is presented in Figure 14.5. The red circles indicate the areas in which [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000185-EN010082-6.2.14-ES Chapter 14-Human Health-Final-November 2017.pdf|EN010082-000185-EN010082-6.2.14-ES Chapter 14-Human Health-Final-November 2017.pdf]]:28: authority is performing significantly better. White circles are shown where no [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf|EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf]]:36: the ES the Church of St Cuthbert is identified as Grade II whilst in Annex J it The Church of St Cuthbert is in Kirkleatham and is shown as a blue circle and the no.28 on drawing ref GIS-00-L-02754 (Application [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf|EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf]]:55: [[APP-019]], potable water connection plan [[APP-023 – Sheet 1]] and raw water concentric circles in the north west corner of the Site. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf|EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf]]:55: Please also confirm the feature shown as concentric circles in the north west [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000186-EN010082-6.2.15-ES Chapter 15-Major Accidents-Final-November 2017.pdf|EN010082-000186-EN010082-6.2.15-ES Chapter 15-Major Accidents-Final-November 2017.pdf]]:4: shown in Figure 15.1. The blue circle shows the radius of area possibly [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000186-EN010082-6.2.15-ES Chapter 15-Major Accidents-Final-November 2017.pdf|EN010082-000186-EN010082-6.2.15-ES Chapter 15-Major Accidents-Final-November 2017.pdf]]:5: PROPOSED SITE LAYOUT & BLAST CIRCLE [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000350-Placeholder for ExA's Written Questions.pdf|EN010082-000350-Placeholder for ExA's Written Questions.pdf]]:52: Please also confirm the feature shown as concentric circles in the north west corner of the site. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000205-EN010082-6.3.15-ES Annex H-HRA-Final-November 2017.pdf|EN010082-000205-EN010082-6.3.15-ES Annex H-HRA-Final-November 2017.pdf]]:23: projects has been identified in Figure H3.1 below. The red dotted circle [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000346-York Potash Ltd.pdf|TR030002-000346-York Potash Ltd.pdf]]:3: ANTIQUES cIrcles double quilt cover 2 router has been used to [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:95:annex (denoted by the red circle marked in photo 36) was also inspected. Possible [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:149: Circle Cement factory within the National Park there is truly hideous, a nasty [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:178: I think it is Generally known in legal circles as Fraud Only my opinion however [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:233:* 1 circle represents 1 response. A response - [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:41: North Tees Delay to vessels leaving due to occupied turning circle. N [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:42: the turning circles to clear or berth availability. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:44: the turning circles to clear or berth availability. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:44:Tees Dock Delay to vessels leaving due to occupied turning circle. Vessels held N [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:44:North Tees Delay to vessels leaving due to occupied turning circle. Vessels held N [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:44:Vopak Delay to vessels leaving due to occupied turning circle. Vessels held N [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:45: the turning circles to clear or berth availability. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:45:Tees Dock Delay to vessels leaving due to occupied turning circle. Vessels N [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:46: the turning circles to clear or berth availability. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:46:Tees Dock Delay to vessels leaving due to occupied turning circle. Vessels held N [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:66: waiting for the turning circles to clear or berth availability. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:66: Delay to vessels leaving due to occupied turning circle. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:68:Tees Dock turning circle and arrivals to Tees Dock can coincide with departures from Bran Sands. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:69: waiting for the turning circles to clear or berth availability. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf|TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf]]:69: Delay to vessels leaving due to occupied turning circle. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:101: V = approach half-width L = effective flare length D = inscribed circle diameter [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:113: V = approach half-width L = effective flare length D = inscribed circle diameter [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:201: V = approach half-width L = effective flare length D = inscribed circle diameter [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:206: V = approach half-width L = effective flare length D = inscribed circle diameter [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:217: V = approach half-width L = effective flare length D = inscribed circle diameter [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf|TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf]]:221: V = approach half-width L = effective flare length D = inscribed circle diameter [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf|TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf]]:41: (1019771 / 1019772) - a stone hut circle and iron working site on Holm Slack (1019773) [[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]]:15: vessel’s position within a 2 to 3 cable swinging circle using: [[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]]:15: vessel within its predicted swinging circle. [[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]]:16: outside of the swinging circle. He had concerns that the vessel was dragging anchor [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000443-ES Section 8 Marine ecology.pdf|TR030002-000443-ES Section 8 Marine ecology.pdf]]:18: 2. Tees Dock to the turning circle; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000443-ES Section 8 Marine ecology.pdf|TR030002-000443-ES Section 8 Marine ecology.pdf]]:18: 4. the area downstream of the turning circle to the mouth of the Tees estuary. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:6:the plume in the upstream turning circle is predicted for larger tide ranges particularly under [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:6:Seaton Turning circle was tested. This sensitivity test demonstrated no significant difference in [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:8:7. Sensitivity test for Tees Approach Channel and Seaton Turning Circle ........................ 45 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:20: circle meets the main channel, and to flow over the bank north of Dabholm Gut. The [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:20: slower eddy at the turning circle. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:43: Channel turning circle is predicted to result in some slight increases in Seaton Channel [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:46: material (approximately 1 million m3) from the Seaton Channel Turning Circle and the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:48: The use of the CSD in the area of the reclamation and Tees Dock turning circle is [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:48: barge loading site when dredging the Tees Dock turning circle. When dredging the area [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:52: Gut, and also in the turning circle opposite Tees Dock. The maximum deposits over the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:53: For spring tide conditions, deposition in the deepened turning circle at the mouth of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:54: of Dabholm Gut. For spring tide conditions, deposition in the deepened turning circle at [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:55: channel as it meets the Seaton Turning Circle are shown. Further detail of any changes [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:57: Seaton Turning Circle [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:57: • extending the deepened area of the Seaton turning circle to the south rather than [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:60: The general increase in sediment import in the area of the Seaton Channel turning circle [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:60: Some enhancement of deposition in the upstream turning circle is predicted for larger [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:60: channel and Seaton Turning circle was tested. This sensitivity test demonstrated no [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:174: Circle [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf|TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf]]:209: (revised turning circle) [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf|TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf]]:16: proposed port facility (RHDHV, 2013b), there is an accepted view within heritage circles that the Tees [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:35: terminal and deepening of the two existing turning circles (Tees Dock turning [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:35: circle and Seaton Channel turning circle) in the Tees estuary; [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:102:A Tees Dock turning circle 10.4 14.5 1.15 [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:102: circle [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:102: because the channel and Seaton Channel turning circle have previously been [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:120: Channel turning circle and would allow the terminal to be constructed to the required [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:189: navigable channel, and the turning circle for Phillips [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:196: Circle and the downstream reaches of the Channel (Areas C and D; see Table [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:202: 13. The use of the CSD in the area of the reclamation and Tees Dock turning circle [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:202: to the barge loading site when dredging the Tees Dock turning circle (Figure [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:226: the area around the Seaton Turning Circle (Chart 9) are also significantly [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:228: Tees Dock turning circle is somewhat enhanced for the proposed layout, [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:229:Tees Dock and turning circle [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:229: the Tees Dock turning circle. [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:230:Enlarged Seaton Channel turning circle [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:230: 15. No increase in sand infill is predicted in the Seaton Channel turning circle. [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:230: slightly increase (4%) in the intertidal area to the north of the turning circle which [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:230: circle. [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:230: Seaton Channel turning circle. [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:232: • Redesigning the deepened Seaton Channel turning circle to avoid dredging [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:234: Original Scheme Revised turning circle Change in speed [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:235: Original Scheme Revised turning circle Change in speed [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:236: (revised turning circle) [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:251: circle (TS15) and in the proposed location of the quay wall (TS13). These two [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:254: the lower channel and in the Seaton Channel turning circle area. For the TSHD [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:294: reclamation and in the Tees Dock turning circle and using a TSHD in the lower [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:294: 4. When the CSD is located in the Tees Dock turning circle, peak suspended [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:294: localised to the area of the turning circle (see Figure 6.4). When the dredger is [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:294: dredging in the Tees Dock turning circle. Suspended sediment concentrations [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:303: of Dabholm Gut. Deposition is also enhanced in the Tees Dock turning circle. [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:303: north of Dabholm Gut and more accumulation in the Tees Dock turning circle [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:304: Circle [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:305: Circle [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:313: low abundance in the Tees Dock turning circle area and in the proposed [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:318: MDS plot indicating the degree of similarity between samples. The circles [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:354: slumping of sand into the Seaton Channel turning circle. However, the reduction [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:370: located in the Tees Dock turning circle or in the area of the proposed quay wall, [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:375: and are turned in the Seaton Channel turning circle. Ships arriving fully laden [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:375: berths are turned at the Tees Dock turning circle. The present dredged depth of [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:375: the Tees Dock turning circle means that deep drafted vessels to/from Tees Dock [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:377: design of the channel and turning circles in order to satisfy the Harbour Master [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:419: measured noise (dB LAeq) circle noise (dB [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:429: turning circles. [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:493:the Tees Dock and turning circle redistribution of wave energy is predicted but no increase for [[this>RiverTees/Planning/EIA_2017_00041/Additional Documents/NGCT_Final_ES at KK with figs.pdf|NGCT_Final_ES at KK with figs.pdf]]:529: Channel turning circle, are shown. [[this>RiverTees/Planning/MLA_2020_00079/MLA_2020_00079-APPLICATION-FORM.pdf|MLA_2020_00079-APPLICATION-FORM.pdf]]:15:to deepen the two existing turning circles (Tees Dock turning circle and Seaton Channel [[this>RiverTees/Planning/MLA_2020_00079/MLA_2020_00079-APPLICATION-FORM.pdf|MLA_2020_00079-APPLICATION-FORM.pdf]]:15:turning circle) in the Tees estuary. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:8: circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees estuary [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:12:channel and Seaton Channel turning circle have previously been dredged to a greater depth than the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:37:arising from the dredging of the lower channel and Seaton Channel turning circle and would allow the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:67:Seaton Channel turning circle (as the Seaton Channel is the main route of sediment transport to Seal [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:68:maintenance dredging activity in the Seaton Channel turning circle during the capital dredging is not [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:72: with specific focus on certain key locations, such as the Tees Dock turning circle, the proposed [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:72: turning circle, Seaton Channel, Seal Sands, North Gare and Bran Sands. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:91:vicinity of the reclamation and in the Tees Dock turning circle and using a TSHD in the lower channel (the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:91:When the CSD is located in the Tees Dock turning circle, peak SSC of up to 500mg/l above background are [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:91:the turning circle (see Figure 6.3). When the dredger is located in the area of the proposed quay wall, peak [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:91:further afield (along the tidal axis) compared to dredging in the Tees Dock turning circle. Suspended [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:93:dredging sand in the lower channel and in the Seaton Channel turning circle area. For the TSHD simulation [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:98:is also enhanced in the Tees Dock turning circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:98:of Dabholm Gut and more accumulation in the Tees Dock turning circle compared with the summer [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:112:circle were found to contain low abundance and diversity. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:119:northern half of the turning circle at the entrance to Tees Dock. T. lubrica is a small bivalve that belongs to [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:164:source of sand to Seal Sands by some slumping of sand into the Seaton Channel turning circle. However, [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:167: Existing measured Ship turning circle noise [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:187:located in the Tees Dock turning circle or in the area of the proposed quay wall, concentrations of suspended [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:189:location of the dredger. When located in the Tees Dock turning circle or in the area of the proposed quay [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:199:proposed terminal. The ultimate aim was to inform the design of the channel and turning circles in order to [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:264: the Tees navigation channel, the turning circle and Tees Dock to a [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:268:In the main Tees Channel, the addition of maintenance dredging activity in the Seaton Channel turning circle [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:287: of the Tees navigation channel, the turning circle and Tees Dock [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:339: navigable channel, and the turning circle for Phillips [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:346: Circle and the downstream reaches of the Channel (Areas C and D; see Table [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:352: 13. The use of the CSD in the area of the reclamation and Tees Dock turning circle [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:352: to the barge loading site when dredging the Tees Dock turning circle (Figure [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:376: the area around the Seaton Turning Circle (Chart 9) are also significantly [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:378: Tees Dock turning circle is somewhat enhanced for the proposed layout, [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:379:Tees Dock and turning circle [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:379: the Tees Dock turning circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:380:Enlarged Seaton Channel turning circle [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:380: 15. No increase in sand infill is predicted in the Seaton Channel turning circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:380: slightly increase (4%) in the intertidal area to the north of the turning circle which [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:380: circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:380: Seaton Channel turning circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:382: • Redesigning the deepened Seaton Channel turning circle to avoid dredging [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:384: Original Scheme Revised turning circle Change in speed [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:385: Original Scheme Revised turning circle Change in speed [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:386: (revised turning circle) [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:389: deepening of the two existing turning circles (Tees Dock turning circle and Seaton Channel [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:389: turning circle) in the Tees estuary. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:389: A Tees Dock turning circle 10.4 14.5 1.15 (mudstone) [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:389: D Seaton channel turning circle 14.1 14.5 0.21 (sand) [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:391:because the channel and Seaton Channel turning circle have previously been dredged to a greater depth [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:408: terminal and deepening of the two existing turning circles (Tees Dock turning [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:408: circle and Seaton Channel turning circle) in the Tees estuary. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:460: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:500:well as the turning circle were found to contain low abundance and diversity. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:594: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:617: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:636:circle or in the area of the proposed quay wall, concentrations of suspended solids decrease significantly [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:647: channel in the vicinity of the proposed terminal and deepening of the two existing turning circles (Tees [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:647: Dock turning circle and Seaton Channel turning circle) in the Tees estuary. Capital dredging of deep water [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/20220302_EIA_Consent_Decision_Response MLA202000079.pdf|20220302_EIA_Consent_Decision_Response MLA202000079.pdf]]:3: terminal and deepening of the two existing turning circles (Tees Dock turning [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/20220302_EIA_Consent_Decision_Response MLA202000079.pdf|20220302_EIA_Consent_Decision_Response MLA202000079.pdf]]:3: circle and Seaton Channel turning circle) in the Tees estuary. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:8: circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees estuary [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:12:channel and Seaton Channel turning circle have previously been dredged to a greater depth than the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:37:arising from the dredging of the lower channel and Seaton Channel turning circle and would allow the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:67:Seaton Channel turning circle (as the Seaton Channel is the main route of sediment transport to Seal [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:68:maintenance dredging activity in the Seaton Channel turning circle during the capital dredging is not [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:72: with specific focus on certain key locations, such as the Tees Dock turning circle, the proposed [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:72: turning circle, Seaton Channel, Seal Sands, North Gare and Bran Sands. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:91:vicinity of the reclamation and in the Tees Dock turning circle and using a TSHD in the lower channel (the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:91:When the CSD is located in the Tees Dock turning circle, peak SSC of up to 500mg/l above background are [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:91:the turning circle (see Figure 6.3). When the dredger is located in the area of the proposed quay wall, peak [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:91:further afield (along the tidal axis) compared to dredging in the Tees Dock turning circle. Suspended [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:93:dredging sand in the lower channel and in the Seaton Channel turning circle area. For the TSHD simulation [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:98:is also enhanced in the Tees Dock turning circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:98:of Dabholm Gut and more accumulation in the Tees Dock turning circle compared with the summer [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:112:circle were found to contain low abundance and diversity. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:119:northern half of the turning circle at the entrance to Tees Dock. T. lubrica is a small bivalve that belongs to [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:164:source of sand to Seal Sands by some slumping of sand into the Seaton Channel turning circle. However, [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:167: Existing measured Ship turning circle noise [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:187:located in the Tees Dock turning circle or in the area of the proposed quay wall, concentrations of suspended [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:189:location of the dredger. When located in the Tees Dock turning circle or in the area of the proposed quay [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:199:proposed terminal. The ultimate aim was to inform the design of the channel and turning circles in order to [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:264: the Tees navigation channel, the turning circle and Tees Dock to a [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:268:In the main Tees Channel, the addition of maintenance dredging activity in the Seaton Channel turning circle [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:287: of the Tees navigation channel, the turning circle and Tees Dock [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:339: navigable channel, and the turning circle for Phillips [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:346: Circle and the downstream reaches of the Channel (Areas C and D; see Table [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:352: 13. The use of the CSD in the area of the reclamation and Tees Dock turning circle [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:352: to the barge loading site when dredging the Tees Dock turning circle (Figure [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:376: the area around the Seaton Turning Circle (Chart 9) are also significantly [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:378: Tees Dock turning circle is somewhat enhanced for the proposed layout, [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:379:Tees Dock and turning circle [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:379: the Tees Dock turning circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:380:Enlarged Seaton Channel turning circle [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:380: 15. No increase in sand infill is predicted in the Seaton Channel turning circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:380: slightly increase (4%) in the intertidal area to the north of the turning circle which [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:380: circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:380: Seaton Channel turning circle. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:382: • Redesigning the deepened Seaton Channel turning circle to avoid dredging [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:384: Original Scheme Revised turning circle Change in speed [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:385: Original Scheme Revised turning circle Change in speed [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:386: (revised turning circle) [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:389: deepening of the two existing turning circles (Tees Dock turning circle and Seaton Channel [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:389: turning circle) in the Tees estuary. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:389: A Tees Dock turning circle 10.4 14.5 1.15 (mudstone) [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:389: D Seaton channel turning circle 14.1 14.5 0.21 (sand) [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:391:because the channel and Seaton Channel turning circle have previously been dredged to a greater depth [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:408: terminal and deepening of the two existing turning circles (Tees Dock turning [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:408: circle and Seaton Channel turning circle) in the Tees estuary. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:460: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:500:well as the turning circle were found to contain low abundance and diversity. [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:594: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:617: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:636:circle or in the area of the proposed quay wall, concentrations of suspended solids decrease significantly [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:647: channel in the vicinity of the proposed terminal and deepening of the two existing turning circles (Tees [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:647: Dock turning circle and Seaton Channel turning circle) in the Tees estuary. Capital dredging of deep water [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/PB8270-RHD-ZZ-XX-RP-Z-0002.pdf|PB8270-RHD-ZZ-XX-RP-Z-0002.pdf]]:6: of the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Licence Document (Marine).pdf|Licence Document (Marine).pdf]]:5: the proposed terminal and deepening of the two existing turning circles (Tees [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Licence Document (Marine).pdf|Licence Document (Marine).pdf]]:5: Dock turning circle and Seaton Channel turning circle) in the Tees estuary. [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:7: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 7 - Archaeological WSI.pdf|Schedule 7 - Archaeological WSI.pdf]]:30: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf|Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf]]:3: terminal and deepening of the two existing turning circles (Tees Dock turning [[this>RiverTees/Planning/MLA_2020_00079/Response Documents/Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf|Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf]]:3: circle and Seaton Channel turning circle) in the Tees estuary. [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf|MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf]]:44: the two existing turning circles (Tees [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf|MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf]]:44: Dock turning circle and Seaton [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf|MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf]]:44: Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf|MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf]]:44: the two existing turning circles (Tees [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf|MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf]]:44: Dock turning circle and Seaton [[this>RiverTees/Planning/MLA_2021_00215_1/MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf|MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf]]:44: Channel turning circle) in the Tees [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1a - DNV Report Rev1 2004.pdf|Appendix 16.1a - DNV Report Rev1 2004.pdf]]:12:Turning circle D = 500 m 196,250 [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1a - DNV Report Rev1 2004.pdf|Appendix 16.1a - DNV Report Rev1 2004.pdf]]:12:Channel N of turning circle L x W = 450 x 230 m 103,500 [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1a - DNV Report Rev1 2004.pdf|Appendix 16.1a - DNV Report Rev1 2004.pdf]]:12:Channel S of turning circle L x W = 400 x 400 m 160,000 [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1a - DNV Report Rev1 2004.pdf|Appendix 16.1a - DNV Report Rev1 2004.pdf]]:54: embankment protecting Seaton Channel and the turning circle [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1d 2006-0416 V01 - Scenario 11 hydrodynamics.pdf|Appendix 16.1d 2006-0416 V01 - Scenario 11 hydrodynamics.pdf]]:5:intake is located approximately at -1400, the Tees turning circle is located at 0 and the seaward [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1d 2006-0416 V01 - Scenario 11 hydrodynamics.pdf|Appendix 16.1d 2006-0416 V01 - Scenario 11 hydrodynamics.pdf]]:12:0.25 N/m2 at the eastern border towards Tees turning circle, dropping steadily westwards. The [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/3 EIS Appendices (3).pdf|3 EIS Appendices (3).pdf]]:127:Turning circle D = 500 m 196,250 [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/3 EIS Appendices (3).pdf|3 EIS Appendices (3).pdf]]:127:Channel N of turning circle L x W = 450 x 230 m 103,500 [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/3 EIS Appendices (3).pdf|3 EIS Appendices (3).pdf]]:127:Channel S of turning circle L x W = 400 x 400 m 160,000 [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/3 EIS Appendices (3).pdf|3 EIS Appendices (3).pdf]]:169: embankment protecting Seaton Channel and the turning circle [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1b - DNV Addendum Report 2005.pdf|Appendix 16.1b - DNV Addendum Report 2005.pdf]]:5:Channel from the Turning circle westwards to Seaton Snook. It also affected certain underwater [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1b - DNV Addendum Report 2005.pdf|Appendix 16.1b - DNV Addendum Report 2005.pdf]]:8:the most narrow point, at the mouth of Seaton Channel towards the Turning Circle, the channel [[this>RiverTees/Planning/MLA_2015_00334/Additional Documents/Appendix 16.1b - DNV Addendum Report 2005.pdf|Appendix 16.1b - DNV Addendum Report 2005.pdf]]:16:Turning Circle and the immediate area is dredged with a yield of 106,000 m3/year from 1991- [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf]]:1: • An additional 29,000m3 of material to be dredged from the Tees Dock turning circle; [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf]]:2: Turning Circle 187,000 m3 216,000 m3 +29,000 m3 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf]]:2: Turning Circle (Sand) 355,300 WT 410,400 WT +55,100 WT [[this>Teesworks/Planning/MLA_2020_00506/PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf|PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf]]:1:of dredged material from Phase 1 of the project, a capital dredge of the Tees Dock turning circle, the capital [[this>Teesworks/Planning/MLA_2020_00506/PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf|PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf]]:10: side of the dredge and one would be near to the turning circle/ other area [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210119 MLA202000506 Tees South Bank Quay CP advice + JPQC.pdf|20210119 MLA202000506 Tees South Bank Quay CP advice + JPQC.pdf]]:1: • capital dredging of sand (170,000m3) for the Tees dock turning circle; [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210119 MLA202000506 Tees South Bank Quay CP advice + JPQC.pdf|20210119 MLA202000506 Tees South Bank Quay CP advice + JPQC.pdf]]:4: reduction? Dredging of the turning circle is also reported as having no hydrodynamic impact, [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:1: remove approximately 1,800,000 m³ of material from the Tees Dock turning circle and parts of [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: o Four samples encircling B34 to constitute an “inner circle” [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: o Four samples encircling the “inner circle” to constitute an “outer circle” [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: initially analyse only the repeat sample at B34, and the inner circle. They propose that the [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: outer circle will not be sampled “should the results from the first 5 come back clean”. There [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: the inner circle) to the MMO for review by Cefas, at which point, if the results presented do [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:2: not show unacceptable levels, Cefas can recommend whether the outer circle of samples [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:5: IC – Inner Circle [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf|20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf]]:5: OC – Outer Circle [[this>Teesworks/Planning/MLA_2020_00506/Consultations/PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf|PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf]]:1:of dredged material from Phase 1 of the project, a capital dredge of the Tees Dock turning circle, the capital [[this>Teesworks/Planning/MLA_2020_00506/Consultations/PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf|PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf]]:10: side of the dredge and one would be near to the turning circle/ other area [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf|20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf]]:3: within the turning circle). [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf|20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf]]:3: • Site 2: Located within the predicted plume associated with dredging in the turning circle. [[this>Teesworks/Planning/MLA_2020_00506/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:2:The EIA highlights that the dredging for the Turning Circle and the Berth Pocket along the [[this>Teesworks/Planning/MLA_2020_00506/Consultations/PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf|PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf]]:2: the turning circle). [[this>Teesworks/Planning/MLA_2020_00506/Consultations/PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf|PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf]]:2: • Site 2: Located within the predicted plume associated with dredging in the turning circle. [[this>Teesworks/Planning/MLA_2020_00506/Consultations/PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf|PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf]]:4:Figure 2.3 - PDT Teesport Monitoring Buoy Location (illustrated by the orange circle) [[this>Teesworks/Planning/MLA_2020_00506/Consultations/MLA202000506 and MLA202000507 Draft HRA (2).pdf|MLA202000506 and MLA202000507 Draft HRA (2).pdf]]:21:deepening deepening of the Tees navigation channel, the turning circle and [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:2: 7. Capital dredging is anticipated to be required within part of the Tees Dock turning circle, within [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf|20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf]]:2: Circle [[this>Teesworks/Planning/MLA_2020_00506/Consultations/210422 EA response to MMO ref MLA202000506.pdf|210422 EA response to MMO ref MLA202000506.pdf]]:1: the dredge and one would be near to the turning circle/ other area to be [[this>Teesworks/Planning/MLA_2020_00506/Consultations/MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf|MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf]]:8:Dredging is anticipated to be required within part of the Tees Dock turning circle, within parts of the existing [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf|20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf]]:14: 4. Capital dredging to deepen the norther half of the Tees Dock turning circle and create a berth [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf|20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf]]:1: circle, a section of the existing approach channel and to create a berth pocket), offshore [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf|20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf]]:1: material from the Tees Dock turning circle and parts of the existing navigation channel, the [[this>Teesworks/Planning/MLA_2020_00506/Consultations/MLA202000506 and MLA202000507 Draft HRA.pdf|MLA202000506 and MLA202000507 Draft HRA.pdf]]:21:deepening deepening of the Tees navigation channel, the turning circle and [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf|20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf]]:2: remove approximately 1,800,000 m³ of material from the Tees Dock turning circle and parts of [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf|20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf]]:3: Circle [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf|20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf]]:2: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf|20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf]]:2: the capital dredging of the Tees Dock Turning Circle, and of the Channel and Berth. [[this>Teesworks/Planning/MLA_2020_00506/Consultations/20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf|20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf]]:2:12. The Turning Circle existing depth is 8.8m bcd and instead of 11 m is now proposed to be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:15:northern half of the Tees Dock turning circle, a section of the existing approach channel and to create a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:17: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:22:anticipated to be required within part of the Tees Dock turning circle (currently maintained at a depth of 8.8m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:22:dredging to create a berth pocket. The Tees Dock turning circle and areas of navigation channel are [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:23: TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:24: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:38:Options for the disposal of waste (i.e. the material to be dredged from the approach channel, turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:55:2017 Operation - Vessel navigation assessment Royal HaskoningDHV, 2017b vicinity of the turning circle and Tees Dock) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:55: turning circle and Tees Dock) derived from [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:57: Operation - Vessel navigation Royal HaskoningDHV, the Tees (particularly in the vicinity of the turning circle and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:57: 2019b the vicinity of the turning circle and Tees Dock) derived [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:90:channel in the reach containing the new quay; and (iii) deepen part of Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:90:Part of the Tees Dock turning circle will be deepened from 8.8m below CD to 11.0m below CD, yielding [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:91: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:105:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:105:turning circle during the ebb phase (Plot A) and flood phase (Plot B) of the tide. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:105:of release in the turning circle and the closest north bank within the embayment occupied by the Storage [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:107:the plume is created at the turning circle and along parts of the north bank of the river. As with previous [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:107:stages, the maximum SSC concentrations remain local to the point of dredging within the turning circle (up [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:108:whilst all plumes associated with dredging of the turning circle are confined to the left bank (north of centre [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:111: • Navigation (the main navigation channel of the river, parts of the Tees Dock turning circle, the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:124:in the Tees Dock turning circle), commencement of offshore disposal activities is repeated every 2 hours [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:133:dredging to the Tees Dock turning circle and approach channel and to create a berth pocket. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:137:small areas. There is no measurable change within the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:137:and there is no measurable change at the northern bank or within the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:140: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:141: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:147:the two schemes, specifically at the Tees Dock turning circle. Results from the NGCT sediment quality [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:157: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:161:during Stage 4 (during a release from the turning circle during the flood phase of the tide). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:198:turning circle, were found to contain low abundance and diversity. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:199:between the dredge footprint for the two schemes, specifically at Tees Dock turning circle. Results from the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:203:northern half of the turning circle at the entrance to Tees Dock. T. lubrica is a small bivalve that belongs to [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:207:turning circle is not considered to be a long-term habitat loss, as subtidal habitat would still be present and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:208:(including within the turning circle) is estimated to be 32.5ha. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:208:the existing channel and part of the Tees Dock turning circle, considering the habitat loss will be permanent. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:209:to remain similar within the existing channel and turning circle). Considering the limited footprint of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:211:to the southern bank of the river, whilst all plumes associated with dredging of the turning circle are confined [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:211:(Figure 6.51), it was only during Stage 4 of the dredging (related to dredging of the turning circle) that any [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:212:footprint of the quay, the adjacent navigation channel and the turning circle further downstream. As [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:215:regime within the turning circle was predicted. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:233:proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:236:case location (closest point of the proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:238:footprint of both the main site and turning circle). This is a highly precautionary assumption, as it is unlikely [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:274: intertidal areas just north of the turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:276: • Vantage point monitoring survey at the Vopak Foreshore (c.200m north of the turning circle) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:284: • Sector 52427 (Bran Sands South), which is located downstream of the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:288:areas just north of the turning circle, and Sector DT020, which encompasses the North Tees Mudflat, are [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:292: approximately 100m north of the Tees Dock turning circle (part of the SPA, Ramsar site and SSSI) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:303:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:303:Dock turning circle (anticipated to take approximately one week). Those at North Tees Mudflat would be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:305:quay and Vopak Foreshore is close to the Tees Dock turning circle, and both could be affected by shipwash [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:310:Tees Dock turning circle. While benthic trawls are limited in the data they can provide (for example, pelagic [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:311:Dock turning circle, to inform the EIA undertaken for the consented Anglo American Harbour facilities (Royal [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:323: Tees Dock turning circle and the dredge footprint for the proposed scheme. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:335:programme, affect the wider estuary between the proposed quay and the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:337: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:337: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:358: • capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:359:If present, dredging within the turning circle and approach channel and dredging / excavation to create the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:360: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:360: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:387:west of the closest part of the scheme boundary (the Tees Dock turning circle) and 2.7km north respectively. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:427: 3.6 turning circle has been omitted from the figure as the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:467:Capital dredging will be carried out within part of the Tees Dock turning circle, within parts of the existing [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:492: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:494: the Tees navigation channel, the turning circle and Tees Dock to a hydrodynamic and sedimentary regime of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:501: (BHD and TSHD in the berthing pocket, river channel and tees Dock turning circle) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:504:Tees Dock turning circle and no estuary scale effects on baseline hydrodynamic conditions. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:515:at the Tees Dock turning circle). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:516:to this are the dredging footprint for the Tees Dock turning circle (which is also included as part of NGCT [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:517:However, as the dredging for the turning circle will only take place once, either for NGCT or for the scheme [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:524: • C2 Capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:531: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:532: circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:536:footprint, particularly the turning circle given this was sampled within the 2019 survey. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:562: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:564: the Tees navigation channel, the turning circle and Tees Dock to a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:572:the absence of the existing wharf and jetties and the deepened areas in the Tees Dock turning circle, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:573:change in the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:573:create the berth pocket. The dredging footprint in the channel and the Tees Dock turning circle does not [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:579:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:579:deepen the Tees Dock turning circle. Disturbance to birds at North Tees Mudflat would be limited to the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:583:for the proposed scheme overlaps in part with the NGCT dredge footprint at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:583:The dredge at Tees Dock turning circle would therefore only be undertaken by one of these schemes, which [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf]]:1: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf]]:5:of the turning circle is also reported as having no hydrodynamic impact, which seems counter-intuitive. The [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf]]:5:2. We have not claimed that the dredging of the Tees Dock turning circle will have “no hydrodynamic [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf]]:5: circle, but the change is less than ±0.05m/s and so not displayed on the plot. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf]]:5: c. one point from the Tees Dock Turning Circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf]]:14:At the Teed Dock Turning Circle, results are presented for point 0 below. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf]]:14: change at the bed of the Tees Dock Turning Circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf]]:15: Turning Circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf|MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf]]:5: • A slight re-alignment of the dredge profile in the turning circle (and dredging by CSD as [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf|MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf]]:6: • A slight re-alignment of the dredge profile in the turning circle (and dredging by CSD as [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf|MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf]]:7: c. Turning Circle 140,000 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf|MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf]]:7: c. Turning Circle 75,000 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf|MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf]]:9:However, should it be required to make full use of the turning circle for shipping during dredging [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf]]:1: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf]]:5:of the turning circle is also reported as having no hydrodynamic impact, which seems counter-intuitive. The [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf]]:5:2. We have not claimed that the dredging of the Tees Dock turning circle will have “no hydrodynamic [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf]]:5: circle, but the change is less than ±0.05m/s and so not displayed on the plot. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf]]:5: c. one point from the Tees Dock Turning Circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf]]:14:At the Teed Dock Turning Circle, results are presented for point 0 below. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf]]:14: change at the bed of the Tees Dock Turning Circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf]]:15: Turning Circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Marine Coordinate Schedules.pdf|MLA_2020_00506-Marine Coordinate Schedules.pdf]]:2:Tees Dock turning circle - dredge [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf|MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf]]:1: • An additional 29,000m3 of material to be dredged from the Tees Dock turning circle; [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf|MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf]]:5:material from the Tees Dock Turning Circle, and 416,000m3 from the channel and berth pocket), a much [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf|MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf]]:7: circle and 715,000 902,000 from [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf|MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf]]:7: circle and the turning [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf|MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf]]:7: 1,793,000 circle (to [[this>Teesworks/Planning/MLA_2020_00506/PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf|PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf]]:2: the turning circle). [[this>Teesworks/Planning/MLA_2020_00506/PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf|PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf]]:2: • Site 2: Located within the predicted plume associated with dredging in the turning circle. [[this>Teesworks/Planning/MLA_2020_00506/PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf|PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf]]:4:Figure 2.3 - PDT Teesport Monitoring Buoy Location (illustrated by the orange circle) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLA_2020_00506_2_RFI 19_Cefas Comments_MMO requested updates.pdf|MLA_2020_00506-MLA_2020_00506_2_RFI 19_Cefas Comments_MMO requested updates.pdf]]:6:Dock turning circle, it may be that an even higher intensity dredging schedule will be implemented in order for the works to be completed [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:21:circle during the 2019 benthic survey. As reported above, invasive and/or cryptogenic species were also [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:21:dredge footprint at Tees Dock turning circle; this recorded 20 species (excluding fish). This trawl was also [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf]]:30:circle and the upstream end of the proposed dredge footprint, at the locations marked BT01 to BT05 in [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:1:included activities for the demolition of existing structures, capital dredging of a new turning circle, capital [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:2: during Phase 1, with 187,000m3 from Tees Dock turning circle and 715,000m3 from the channel [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:2: to be disposed of during Phase 1, with 216,000m3 from Tees Dock turning circle and 917,000m3 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:2: circle - [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:3: circle - [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:3:Activity 2.1 – Capital dredging of the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:3:An additional 29,000m3 of material is required to be dredged within the Tees Dock turning circle. This [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:3: Capital dredging of the Tees Dock turning circle is required to deepen it from an existing depth of [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:3: material is proposed to be dredged from the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:3: Capital dredging of the Tees Dock turning circle is required to deepen it from an existing depth of [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:3: material is proposed to be dredged from the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:4: sediments in Phase 1 (excluding that from the Tees Dock turning circle which was been included [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf]]:4: sediments in Phase 1 (excluding that from the Tees Dock turning circle which was been included [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLA_2020_00506_2_Cefas_comments_for_action_RFI_19.pdf|MLA_2020_00506-MLA_2020_00506_2_Cefas_comments_for_action_RFI_19.pdf]]:2: of material from the Tees Dock Turning Circle, and 416,000m3 from the channel and berth [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:15:northern half of the Tees Dock turning circle, a section of the existing approach channel and to create a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:17: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:22:anticipated to be required within part of the Tees Dock turning circle (currently maintained at a depth of 8.8m [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:22:dredging to create a berth pocket. The Tees Dock turning circle and areas of navigation channel are [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:23: TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:24: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:38:Options for the disposal of waste (i.e. the material to be dredged from the approach channel, turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:55:2017 Operation - Vessel navigation assessment Royal HaskoningDHV, 2017b vicinity of the turning circle and Tees Dock) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:55: turning circle and Tees Dock) derived from [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:57: Operation - Vessel navigation Royal HaskoningDHV, the Tees (particularly in the vicinity of the turning circle and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:57: 2019b the vicinity of the turning circle and Tees Dock) derived [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:90:channel in the reach containing the new quay; and (iii) deepen part of Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:90:Part of the Tees Dock turning circle will be deepened from 8.8m below CD to 11.0m below CD, yielding [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:91: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:105:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:105:turning circle during the ebb phase (Plot A) and flood phase (Plot B) of the tide. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:105:of release in the turning circle and the closest north bank within the embayment occupied by the Storage [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:107:the plume is created at the turning circle and along parts of the north bank of the river. As with previous [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:107:stages, the maximum SSC concentrations remain local to the point of dredging within the turning circle (up [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:108:whilst all plumes associated with dredging of the turning circle are confined to the left bank (north of centre [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:111: • Navigation (the main navigation channel of the river, parts of the Tees Dock turning circle, the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:124:in the Tees Dock turning circle), commencement of offshore disposal activities is repeated every 2 hours [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:133:dredging to the Tees Dock turning circle and approach channel and to create a berth pocket. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:137:small areas. There is no measurable change within the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:137:and there is no measurable change at the northern bank or within the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:140: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:141: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:147:the two schemes, specifically at the Tees Dock turning circle. Results from the NGCT sediment quality [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:157: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:161:during Stage 4 (during a release from the turning circle during the flood phase of the tide). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:198:turning circle, were found to contain low abundance and diversity. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:199:between the dredge footprint for the two schemes, specifically at Tees Dock turning circle. Results from the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:203:northern half of the turning circle at the entrance to Tees Dock. T. lubrica is a small bivalve that belongs to [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:207:turning circle is not considered to be a long-term habitat loss, as subtidal habitat would still be present and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:208:(including within the turning circle) is estimated to be 32.5ha. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:208:the existing channel and part of the Tees Dock turning circle, considering the habitat loss will be permanent. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:209:to remain similar within the existing channel and turning circle). Considering the limited footprint of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:211:to the southern bank of the river, whilst all plumes associated with dredging of the turning circle are confined [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:211:(Figure 6.51), it was only during Stage 4 of the dredging (related to dredging of the turning circle) that any [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:212:footprint of the quay, the adjacent navigation channel and the turning circle further downstream. As [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:215:regime within the turning circle was predicted. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:233:proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:236:case location (closest point of the proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:238:footprint of both the main site and turning circle). This is a highly precautionary assumption, as it is unlikely [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:274: intertidal areas just north of the turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:276: • Vantage point monitoring survey at the Vopak Foreshore (c.200m north of the turning circle) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:284: • Sector 52427 (Bran Sands South), which is located downstream of the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:288:areas just north of the turning circle, and Sector DT020, which encompasses the North Tees Mudflat, are [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:292: approximately 100m north of the Tees Dock turning circle (part of the SPA, Ramsar site and SSSI) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:303:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:303:Dock turning circle (anticipated to take approximately one week). Those at North Tees Mudflat would be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:305:quay and Vopak Foreshore is close to the Tees Dock turning circle, and both could be affected by shipwash [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:310:Tees Dock turning circle. While benthic trawls are limited in the data they can provide (for example, pelagic [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:311:Dock turning circle, to inform the EIA undertaken for the consented Anglo American Harbour facilities (Royal [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:323: Tees Dock turning circle and the dredge footprint for the proposed scheme. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:335:programme, affect the wider estuary between the proposed quay and the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:337: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:337: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:358: • capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:359:If present, dredging within the turning circle and approach channel and dredging / excavation to create the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:360: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:360: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:387:west of the closest part of the scheme boundary (the Tees Dock turning circle) and 2.7km north respectively. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:427: 3.6 turning circle has been omitted from the figure as the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:467:Capital dredging will be carried out within part of the Tees Dock turning circle, within parts of the existing [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:492: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:494: the Tees navigation channel, the turning circle and Tees Dock to a hydrodynamic and sedimentary regime of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:501: (BHD and TSHD in the berthing pocket, river channel and tees Dock turning circle) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:504:Tees Dock turning circle and no estuary scale effects on baseline hydrodynamic conditions. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:515:at the Tees Dock turning circle). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:516:to this are the dredging footprint for the Tees Dock turning circle (which is also included as part of NGCT [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:517:However, as the dredging for the turning circle will only take place once, either for NGCT or for the scheme [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:524: • C2 Capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:531: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:532: circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:536:footprint, particularly the turning circle given this was sampled within the 2019 survey. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:562: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:564: the Tees navigation channel, the turning circle and Tees Dock to a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:572:the absence of the existing wharf and jetties and the deepened areas in the Tees Dock turning circle, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:573:change in the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:573:create the berth pocket. The dredging footprint in the channel and the Tees Dock turning circle does not [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:579:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:579:deepen the Tees Dock turning circle. Disturbance to birds at North Tees Mudflat would be limited to the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:583:for the proposed scheme overlaps in part with the NGCT dredge footprint at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:583:The dredge at Tees Dock turning circle would therefore only be undertaken by one of these schemes, which [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Marine Coordinate Schedules-55.pdf|MLA_2020_00506-Marine Coordinate Schedules-55.pdf]]:2:Tees Dock turning circle - dredge [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:6: Phase 1, with 216,000m3 from Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:6: circle - [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:7:Site 2 - Tees Dock turning circle - dredge [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:7:Site location Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:7:Activity 2.1 - Capital dredging of the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:7:Activity location Tees Dock turning circle, See coordinate schedule 2. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:7:Description Capital dredging of the Tees Dock turning circle is required [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:7: Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:7:Programme of works It is anticipated that dredging of the turning circle would [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:7: that from the Tees Dock turning circle which was been [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:17: circle and channel must not be dredged beyond 11.5m BCD. Berth pocket must not be dredged beyond 15.9m BCD. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:17: A maximum of 216,000m3 of material to be dredged from the Tees Dock turning circle (Activity 2.1). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:1: • An additional 29,000m3 of material to be dredged from the Tees Dock turning circle; [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:1:of the berth pocket and channel (450m), together with dredging within the Tees Dock turning circle and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:1: Turning Circle 187,000 m3 216,000 m3 +29,000 m3 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:2: Turning Circle (Sand) 355,300 WT 410,400 WT +55,100 WT [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:3: turning circle; upstream section of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:6:circle were also reviewed to inform the EIA Report. The 2014 surveys recorded a total of 13 finfish [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:12:footprint of these two projects, specifically at the site of the Tees Dock turning circle. The 2019 survey [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:13:species-rich trawl was located at the Tees Dock turning circle, recording 20 species (excluding fish). This [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf]]:20: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Returns.pdf|MLA_2020_00506-Returns.pdf]]:3: completion of each dredge campaign. The turning circle and channel must [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Returns.pdf|MLA_2020_00506-Returns.pdf]]:3: R9.3 Within 4 weeks of turning circle (Activity 2.1).A maximum of 1,131,000m3 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf|MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf]]:21:deepening deepening of the Tees navigation channel, the turning circle and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLA_2020_00506_2_RFI 18.pdf|MLA_2020_00506-MLA_2020_00506_2_RFI 18.pdf]]:1: Turning Circle 187,000 m³ 216,000 m³ + 29,000 m³ + 445,000 m³ [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MLA_2020_00506_2_RFI 18.pdf|MLA_2020_00506-MLA_2020_00506_2_RFI 18.pdf]]:1: Turning Circle 355,300 WT 410,400 WT + 55,100 WT + 355,700 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Cefas RFI South Bank Phase 1 & 2-15.pdf|MLA_2020_00506-Cefas RFI South Bank Phase 1 & 2-15.pdf]]:1: turning circle is also reported as having no hydrodynamic impact, which [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf|MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1137-MLA.2020.00506.2 South Bank Quay Marine Licence Variation 2 RFI 17-66.pdf]]:1:included activities for the demolition of existing structures, capital dredging of a new turning circle, capital [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Sample plan response_MLA_2021_00506 & 507_Updated -39.pdf|MLA_2020_00506-Sample plan response_MLA_2021_00506 & 507_Updated -39.pdf]]:3: 1,800,000 m³ of material from the Tees Dock turning circle and parts of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Sample plan response_MLA_2021_00506 & 507_Updated -39.pdf|MLA_2020_00506-Sample plan response_MLA_2021_00506 & 507_Updated -39.pdf]]:4: • Four samples encircling B34 to constitute an ‘inner circle’ [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Sample plan response_MLA_2021_00506 & 507_Updated -39.pdf|MLA_2020_00506-Sample plan response_MLA_2021_00506 & 507_Updated -39.pdf]]:4: • Four samples encircling the ‘inner circle’ to constitute an ‘outer circle’ [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:6: 187,000m3 from Tees Dock turning circle and 715,000m3 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:6: circle - [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:7:Programme of works It is anticipated that dredging of the turning circle would [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:7:Site 2 - Tees Dock turning circle - dredge [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:7:Site location Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:7:Activity location Tees Dock turning circle, See coordinate schedule 2. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:7:Description Capital dredging of the Tees Dock turning circle is required [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:7: Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:7:Programme of works It is anticipated that dredging of the turning circle would [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:7: that from the Tees Dock turning circle which was been [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:5: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:13:  capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/MLA_2020_00506/Return/PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf|PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf]]:14: the dredging for the Tees Dock turning circle and the berth pocket along the new quay(s) have the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-APPLICATION-FORM.pdf|MLA_2020_00506-APPLICATION-FORM.pdf]]:10:Tees Dock turning circle - dredge [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-APPLICATION-FORM.pdf|MLA_2020_00506-APPLICATION-FORM.pdf]]:13:material is anticipated during Phase 1, with 170,000m3 from Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-APPLICATION-FORM.pdf|MLA_2020_00506-APPLICATION-FORM.pdf]]:15: circle - [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-APPLICATION-FORM.pdf|MLA_2020_00506-APPLICATION-FORM.pdf]]:15:Tees Dock turning circle - dredge - Capital dredging of the Tees Dock turning cirlce [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-APPLICATION-FORM.pdf|MLA_2020_00506-APPLICATION-FORM.pdf]]:16:Capital dredging of the Tees Dock turning circle is required to deepen it from an existing [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-APPLICATION-FORM.pdf|MLA_2020_00506-APPLICATION-FORM.pdf]]:16:proposed to be dredged from the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-APPLICATION-FORM.pdf|MLA_2020_00506-APPLICATION-FORM.pdf]]:16:It is anticipated that dredging of the turning circle would take approximately two weeks. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-APPLICATION-FORM.pdf|MLA_2020_00506-APPLICATION-FORM.pdf]]:19:turning circle which was been included as a separate activity) is predicted to be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:6: 187,000m3 from Tees Dock turning circle and 715,000m3 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:6: circle - [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:7:Site 2 - Tees Dock turning circle - dredge [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:7:Site location Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:7:Activity 2.1 - Capital dredging of the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:7:Activity location Tees Dock turning circle, See coordinate schedule 2. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:7:Description Capital dredging of the Tees Dock turning circle is required [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:7: Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:7:Programme of works It is anticipated that dredging of the turning circle would [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:7: that from the Tees Dock turning circle which was been [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-EA_MLA2020005062_OFFICIAL_301122.pdf|MLA_2020_00506-EA_MLA2020005062_OFFICIAL_301122.pdf]]:1:DOCK TURNING CIRCLE. DREDGE AN ADDITIONAL 416,000M3 OF CLAY FROM [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:6: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:8: TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Marine Coordinate Schedules-44.pdf|MLA_2020_00506-Marine Coordinate Schedules-44.pdf]]:2:Tees Dock turning circle - dredge [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:51: deepen the Tees Dock turning circle and approach channel and to create a berth pocket), offshore [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:52:and jetties, capital dredging (to deepen the Tees Dock turning circle and approach channel and to create [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:53: • Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:53: • Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:53: • Tees Dock turning circle – to be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:53: • Tees Dock turning circle – to be maintained at [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:79:jetties, capital dredging (to deepen the Tees Dock turning circle and approach [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:80: wharf and two jetties, capital dredging (to deepen the Tees Dock turning circle and [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:81: • capital dredging (to deepen the Tees Dock turning circle and approach [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:134:Figure 2.1: Proposed Development Site - South Bank Wharf and Tees Dock Turning Circle 3 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:141: Figure 2.1: Proposed Development Site - South Bank Wharf and Tees Dock Turning Circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:189: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:190: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:195: South Bank Wharf Channel and Berth Pocket Turning Circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:200: 4. BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:204:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:204:that during Stage 4 of the dredging, the plume is created at the turning circle and along parts of the north [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:204:dredging within the turning circle (up to a few hundred mg/l). Further upstream and downstream of the areas [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:205:plumes associated with dredging of the turning circle are confined to the left bank (north of centre line) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:239: circle within the existing navigational channel and within the proposed berth pocket. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:241: with that for South Bank wharf (at the Tees Dock turning circle), however, the vast [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:136:Figure 7: Example Swept Paths – Tees Dock Turning Circle ................................................................. 19 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:136:Figure 9: Gate B – In Vicinity of Tees Dock Turning Circle – All Vessels – Summer and Winter 2019. 22 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:155:The swept paths of vessels utilising the Tees Dock turning circle were also modelled and are depicted [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:157: Figure 7: Example Swept Paths – Tees Dock Turning Circle [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:158:downstream approach to the Tees Dock turning circle (Gate B), the results of which are shown in [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:160: Figure 9: Gate B – In Vicinity of Tees Dock Turning Circle – All Vessels – Summer and Winter 2019. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:195: in the turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:195: • It was questioned whether the turning circle would be dredged? If the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:195: need to be dredged. The turning circle is currently dredged to 8.8m. If [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:195: the turning circle is not dredged the existing Teesport regulations will [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:196: turning circle at its current dredge levels. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:201: • Collision risk highest in vicinity of Tees Dock and turning circle. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:205: • Svitzer questioned if project vessels will utilise the turning circle? [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:271: substation), capital dredging (to deepen the northern half of the Tees Dock turning circle, a section [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:350: • capital dredging (to locally deepen the Tees Dock turning circle and approach channel and to create [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:388: the turning circle at the entrance to Tees Dock. However given the low numbers it is not [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:21:circle during the 2019 benthic survey. As reported above, invasive and/or cryptogenic species were also [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:21:dredge footprint at Tees Dock turning circle; this recorded 20 species (excluding fish). This trawl was also [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf]]:30:circle and the upstream end of the proposed dredge footprint, at the locations marked BT01 to BT05 in [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-MMO VARIATION OBJECTION_S_Rennie.pdf|MLA_2020_00506-MMO VARIATION OBJECTION_S_Rennie.pdf]]:1:new turning circle, capital dredging of the channel and [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-20220909 Steel House PandR TA Issue.pdf|R-2022-0816-FFM-20220909 Steel House PandR TA Issue.pdf]]:30:the ‘inscribed circle diameter’, which is the outer kerb to outer kerb dimension. The total traffic flows as shown [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-20220909 Steel House PandR TA Issue.pdf|R-2022-0816-FFM-20220909 Steel House PandR TA Issue.pdf]]:30:A roundabout layout has been tested with an ‘inscribed circle diameter’ (outer kerb to outer kerb) dimension of [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-20220909 Steel House PandR TA Issue.pdf|R-2022-0816-FFM-20220909 Steel House PandR TA Issue.pdf]]:32:A roundabout of around 48m inscribed circle diameter and with 2 lanes on all approaches works best. [[this>Teesworks/Planning/R-2022-0816-FFM/R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000043_C01.pdf|R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000043_C01.pdf]]:1: Individual Pit Area = Circle with 1.2m dig. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:15: (APPROX.) (APPR m TURNING CIRCLE [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf|R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf]]:72:Circle or underline each Criterion applied to the designation of the Ramsar site. See Annex II of the Explanatory Notes and [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_4. Legislative framework.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_4. Legislative framework.pdf]]:4:Options for the disposal of waste (i.e. the material to be dredged from the approach channel, turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf]]:1: TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:6: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:8: TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:6:the two schemes, specifically at the Tees Dock turning circle. Results from the NGCT sediment quality [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:16: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:20:during Stage 4 (during a release from the turning circle during the flood phase of the tide). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf]]:3: • C2 Capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf]]:10: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf]]:11: circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf]]:15:footprint, particularly the turning circle given this was sampled within the 2019 survey. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf]]:4:programme, affect the wider estuary between the proposed quay and the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf]]:6: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf]]:6: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf|R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf]]:1: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:30:by the dredging activities (including within the turning circle) is estimated to be [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:54: Tees Dock turning circle and approach channel and to create a berth [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:54: Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:59: circle, a section of the existing approach channel and to create a berth [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:60: Tees Dock turning circle and approach channel and to create a berth [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:60: Tees Dock turning circle. Therefore, there will be no impact upon [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf]]:2: circle within the existing navigational channel and within the proposed berth pocket. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf]]:4: with that for South Bank wharf (at the Tees Dock turning circle), however, the vast [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf]]:5: the turning circle at the entrance to Tees Dock. However given the low numbers it is not [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:4:Figure 2.1: Proposed Development Site - South Bank Wharf and Tees Dock Turning Circle 3 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:11: Figure 2.1: Proposed Development Site - South Bank Wharf and Tees Dock Turning Circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:59: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:60: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:65: South Bank Wharf Channel and Berth Pocket Turning Circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:70: 4. BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:74:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:74:that during Stage 4 of the dredging, the plume is created at the turning circle and along parts of the north [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:74:dredging within the turning circle (up to a few hundred mg/l). Further upstream and downstream of the areas [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:75:plumes associated with dredging of the turning circle are confined to the left bank (north of centre line) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:7: 3.6 turning circle has been omitted from the figure as the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:8:turning circle, were found to contain low abundance and diversity. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:9:between the dredge footprint for the two schemes, specifically at Tees Dock turning circle. Results from the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:13:northern half of the turning circle at the entrance to Tees Dock. T. lubrica is a small bivalve that belongs to [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:17:turning circle is not considered to be a long-term habitat loss, as subtidal habitat would still be present and [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:18:(including within the turning circle) is estimated to be 32.5ha. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:18:the existing channel and part of the Tees Dock turning circle, considering the habitat loss will be permanent. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:19:to remain similar within the existing channel and turning circle). Considering the limited footprint of the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:21:to the southern bank of the river, whilst all plumes associated with dredging of the turning circle are confined [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:21:(Figure 6.51), it was only during Stage 4 of the dredging (related to dredging of the turning circle) that any [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:22:footprint of the quay, the adjacent navigation channel and the turning circle further downstream. As [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:25:regime within the turning circle was predicted. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:6:Figure 7: Example Swept Paths – Tees Dock Turning Circle ................................................................. 19 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:6:Figure 9: Gate B – In Vicinity of Tees Dock Turning Circle – All Vessels – Summer and Winter 2019. 22 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:25:The swept paths of vessels utilising the Tees Dock turning circle were also modelled and are depicted [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:27: Figure 7: Example Swept Paths – Tees Dock Turning Circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:28:downstream approach to the Tees Dock turning circle (Gate B), the results of which are shown in [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:30: Figure 9: Gate B – In Vicinity of Tees Dock Turning Circle – All Vessels – Summer and Winter 2019. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:65: in the turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:65: • It was questioned whether the turning circle would be dredged? If the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:65: need to be dredged. The turning circle is currently dredged to 8.8m. If [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:65: the turning circle is not dredged the existing Teesport regulations will [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:66: turning circle at its current dredge levels. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:71: • Collision risk highest in vicinity of Tees Dock and turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:75: • Svitzer questioned if project vessels will utilise the turning circle? [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:5:2017 Operation - Vessel navigation assessment Royal HaskoningDHV, 2017b vicinity of the turning circle and Tees Dock) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:5: turning circle and Tees Dock) derived from [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:7: Operation - Vessel navigation Royal HaskoningDHV, the Tees (particularly in the vicinity of the turning circle and [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:7: 2019b the vicinity of the turning circle and Tees Dock) derived [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:40:channel in the reach containing the new quay; and (iii) deepen part of Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:40:Part of the Tees Dock turning circle will be deepened from 8.8m below CD to 11.0m below CD, yielding [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:41: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:55:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:55:turning circle during the ebb phase (Plot A) and flood phase (Plot B) of the tide. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:55:of release in the turning circle and the closest north bank within the embayment occupied by the Storage [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:57:the plume is created at the turning circle and along parts of the north bank of the river. As with previous [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:57:stages, the maximum SSC concentrations remain local to the point of dredging within the turning circle (up [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:58:whilst all plumes associated with dredging of the turning circle are confined to the left bank (north of centre [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:61: • Navigation (the main navigation channel of the river, parts of the Tees Dock turning circle, the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:74:in the Tees Dock turning circle), commencement of offshore disposal activities is repeated every 2 hours [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:83:dredging to the Tees Dock turning circle and approach channel and to create a berth pocket. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:87:small areas. There is no measurable change within the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:87:and there is no measurable change at the northern bank or within the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:90: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:91: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:8: • capital dredging (to locally deepen the Tees Dock turning circle and approach channel and to create [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:5: intertidal areas just north of the turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:7: • Vantage point monitoring survey at the Vopak Foreshore (c.200m north of the turning circle) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:15: • Sector 52427 (Bran Sands South), which is located downstream of the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:19:areas just north of the turning circle, and Sector DT020, which encompasses the North Tees Mudflat, are [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:23: approximately 100m north of the Tees Dock turning circle (part of the SPA, Ramsar site and SSSI) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:34:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:34:Dock turning circle (anticipated to take approximately one week). Those at North Tees Mudflat would be [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:36:quay and Vopak Foreshore is close to the Tees Dock turning circle, and both could be affected by shipwash [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf]]:5: substation), capital dredging (to deepen the northern half of the Tees Dock turning circle, a section [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf]]:10:west of the closest part of the scheme boundary (the Tees Dock turning circle) and 2.7km north respectively. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf]]:17:proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf]]:20:case location (closest point of the proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf]]:22:footprint of both the main site and turning circle). This is a highly precautionary assumption, as it is unlikely [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:1:northern half of the Tees Dock turning circle, a section of the existing approach channel and to create a [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:3: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:8:anticipated to be required within part of the Tees Dock turning circle (currently maintained at a depth of 8.8m [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:8:dredging to create a berth pocket. The Tees Dock turning circle and areas of navigation channel are [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:9: TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:10: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:3: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:5: the Tees navigation channel, the turning circle and Tees Dock to a hydrodynamic and sedimentary regime of the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:12: (BHD and TSHD in the berthing pocket, river channel and tees Dock turning circle) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:15:Tees Dock turning circle and no estuary scale effects on baseline hydrodynamic conditions. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:26:at the Tees Dock turning circle). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:27:to this are the dredging footprint for the Tees Dock turning circle (which is also included as part of NGCT [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:28:However, as the dredging for the turning circle will only take place once, either for NGCT or for the scheme [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:12: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:14: the Tees navigation channel, the turning circle and Tees Dock to a [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:22:the absence of the existing wharf and jetties and the deepened areas in the Tees Dock turning circle, [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:23:change in the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:23:create the berth pocket. The dredging footprint in the channel and the Tees Dock turning circle does not [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:29:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:29:deepen the Tees Dock turning circle. Disturbance to birds at North Tees Mudflat would be limited to the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:33:for the proposed scheme overlaps in part with the NGCT dredge footprint at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:33:The dredge at Tees Dock turning circle would therefore only be undertaken by one of these schemes, which [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:1: deepen the Tees Dock turning circle and approach channel and to create a berth pocket), offshore [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:2:and jetties, capital dredging (to deepen the Tees Dock turning circle and approach channel and to create [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:3: • Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:3: • Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:3: • Tees Dock turning circle – to be [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:3: • Tees Dock turning circle – to be maintained at [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf]]:6:jetties, capital dredging (to deepen the Tees Dock turning circle and approach [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf]]:7: wharf and two jetties, capital dredging (to deepen the Tees Dock turning circle and [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf]]:8: • capital dredging (to deepen the Tees Dock turning circle and approach [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf]]:8:Capital dredging will be carried out within part of the Tees Dock turning circle, within parts of the existing [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf]]:4:Tees Dock turning circle. While benthic trawls are limited in the data they can provide (for example, pelagic [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf]]:5:Dock turning circle, to inform the EIA undertaken for the consented Anglo American Harbour facilities (Royal [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf]]:17: Tees Dock turning circle and the dredge footprint for the proposed scheme. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:20: • capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:21:If present, dredging within the turning circle and approach channel and dredging / excavation to create the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:22: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:22: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Response.pdf|R-2022-0205-SC-Screening Opinion Response.pdf]]:2:impeded. This position would also leave the turning circle between the jetty and onshore [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Report.pdf|R-2022-0205-SC-Screening Opinion Report.pdf]]:3:position would also leave the turning circle between the jetty and onshore structure free [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Report.pdf|R-2022-0205-SC-Screening Opinion Report.pdf]]:7:position would also leave the turning circle between the jetty and onshore structure free [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:17: position would also leave the turning circle between the jetty and onshore structure free [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF|R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF]]:22:Mount Pleasant) was originally structured around two circles of monuments, although there [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF|R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF]]:22: circle are visible on the surface of the mound. may be contemporary, but [[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]]:1402:• In addition it is assumed that the cavity expands as a circle and hence the results have been [[this>Teesworks/Planning/R-2022-0050-FFM/R-2022-0050-FFM-0050 Off Rep.pdf|R-2022-0050-FFM-0050 Off Rep.pdf]]:6:utilise the existing car parks that encircle the main building to the north and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Transport Assessment.pdf|R-2020-0357-OOM-Transport Assessment.pdf]]:185: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Transport Assessment.pdf|R-2020-0357-OOM-Transport Assessment.pdf]]:196: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Transport Assessment.pdf|R-2020-0357-OOM-Transport Assessment.pdf]]:207: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Transport Assessment.pdf|R-2020-0357-OOM-Transport Assessment.pdf]]:219: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf]]:14:Recently, Middlesbrough did a lot of work with DEFRA on LEZ for the flyover circled below ( M’bro [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf]]:17:Highlighted closest residential properties circled in red below. [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie shadow HRA.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie shadow HRA.pdf]]:56:6.98 In Figures 3 and 4, the ecological receptors are represented by the pink annotated pins and the Installation as the red annotated circle. The results displayed [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie shadow HRA.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie shadow HRA.pdf]]:61:6.109 In Figures 5 and 6, the ecological receptors are represented by the pink annotated pins and the Installation and REC as the red annotated circles. The results [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:16:The red circle is the approximate location of the proposed emission points (Line 1 and Line 2) at the Installation; [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:20:The red circle is the approximate location of the proposed emission points (Line 1 and Line 2) at the Installation; [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:44: The location of the Installation’s stacks are shown by the red circle in Figures 6 and 7. In [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:44: Figure 8 the locations of the Installation and REC are shown by the annotated red circles. [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf]]:110:6.98 In Figures 3 and 4, the ecological receptors are represented by the pink annotated pins and the Installation as the red annotated circle. The results displayed [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf]]:115:6.109 In Figures 5 and 6, the ecological receptors are represented by the pink annotated pins and the Installation and REC as the red annotated circles. The results [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf]]:145:4.91 In Figures 3 and 4, the ecological receptors are represented by the pink annotated pins and the Installation as the red annotated circle. The results displayed [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf]]:148:4.102 In Figures 5 and 6, the ecological receptors are represented by the pink annotated pins and the Installation and REC as the red annotated circles. The results [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf]]:28:4.91 In Figures 3 and 4, the ecological receptors are represented by the pink annotated pins and the Installation as the red annotated circle. The results displayed [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf]]:31:4.102 In Figures 5 and 6, the ecological receptors are represented by the pink annotated pins and the Installation and REC as the red annotated circles. The results [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (2 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (2 of 3).pdf]]:81: pins and the Installation as the red annotated circle. [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (2 of 3).pdf|R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (2 of 3).pdf]]:89: annotated pins and the Installation and REC as the red annotated circles. [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf|R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf]]:37:Circle or underline each Criterion applied to the designation of the Ramsar site. See Annex II of the Explanatory Notes and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf]]:27: RCBC but it is confirm target dredging (to deepen the northern half of the Tees Dock turning circle, a section [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf]]:120: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf]]:127: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf]]:139: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf]]:151: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF]]:20: d to turning circle, a section of the existing has been [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter D - Noise & Vibration - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter D - Noise & Vibration - Dec 2020.pdf]]:12:Highlighted closest residential properties circled in red below. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF]]:20: STDC to be deepen the northern half of the Tees Dock turning circle, determination date at the South Bank site on the bank [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:16:The red circle is the approximate location of the proposed emission points (Line 1 and Line 2) at the Installation; [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:20:The red circle is the approximate location of the proposed emission points (Line 1 and Line 2) at the Installation; [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:44: The location of the Installation’s stacks are shown by the red circle in Figures 6 and 7. In [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:44: Figure 8 the locations of the Installation and REC are shown by the annotated red circles. [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:173: pins and the Installation as the red annotated circle. [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:181: annotated pins and the Installation and REC as the red annotated circles. [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:295:6.98 In Figures 3 and 4, the ecological receptors are represented by the pink annotated pins and the Installation as the red annotated circle. The results displayed [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:300:6.109 In Figures 5 and 6, the ecological receptors are represented by the pink annotated pins and the Installation and REC as the red annotated circles. The results [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:330:4.91 In Figures 3 and 4, the ecological receptors are represented by the pink annotated pins and the Installation as the red annotated circle. The results displayed [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf|R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf]]:333:4.102 In Figures 5 and 6, the ecological receptors are represented by the pink annotated pins and the Installation and REC as the red annotated circles. The results [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf]]:28:4.91 In Figures 3 and 4, the ecological receptors are represented by the pink annotated pins and the Installation as the red annotated circle. The results displayed [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf]]:31:4.102 In Figures 5 and 6, the ecological receptors are represented by the pink annotated pins and the Installation and REC as the red annotated circles. The results [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie shadow HRA.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie shadow HRA.pdf]]:56:6.98 In Figures 3 and 4, the ecological receptors are represented by the pink annotated pins and the Installation as the red annotated circle. The results displayed [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie shadow HRA.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie shadow HRA.pdf]]:61:6.109 In Figures 5 and 6, the ecological receptors are represented by the pink annotated pins and the Installation and REC as the red annotated circles. The results [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf]]:113: • capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf]]:113: • capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 10 - LVIA.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 10 - LVIA.pdf]]:11: experience of the landscape is Low Value Path which circles through [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 1 Chapter 10 Landscape.pdf|R-2023-0291-ESM-ES Vol 1 Chapter 10 Landscape.pdf]]:12: the England Coast Path long distance route which circles through the Redcar area, and other areas of [[this>Teesworks/Planning/MLA_2020_00507/Consultations/MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf|MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf]]:2:The EIA highlights that the dredging for the Turning Circle and the Berth Pocket along the [[this>Teesworks/Planning/MLA_2020_00507/Consultations/20210119 MLA202000507 Tees South Bank Quay CP advice + JPQC.pdf|20210119 MLA202000507 Tees South Bank Quay CP advice + JPQC.pdf]]:1: • capital dredging of sand (170,000m3) for the Tees dock turning circle; [[this>Teesworks/Planning/MLA_2020_00507/Consultations/20210119 MLA202000507 Tees South Bank Quay CP advice + JPQC.pdf|20210119 MLA202000507 Tees South Bank Quay CP advice + JPQC.pdf]]:4: reduction? Dredging of the turning circle is also reported as having no hydrodynamic impact, [[this>Teesworks/Planning/MLA_2020_00507/Consultations/20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf|20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf]]:14: 4. Capital dredging to deepen the norther half of the Tees Dock turning circle and create a berth [[this>Teesworks/Planning/MLA_2020_00507/Consultations/MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf|MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf]]:8:Dredging is anticipated to be required within part of the Tees Dock turning circle, within parts of the existing [[this>Teesworks/Planning/MLA_2020_00507/Consultations/20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf|20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf]]:1: circle, a section of the existing approach channel and to create a berth pocket), offshore [[this>Teesworks/Planning/MLA_2020_00507/Consultations/20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf|20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf]]:1: material from the Tees Dock turning circle and parts of the existing navigation channel, the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:6: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:8: TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:15:northern half of the Tees Dock turning circle, a section of the existing approach channel and to create a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:17: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:22:anticipated to be required within part of the Tees Dock turning circle (currently maintained at a depth of 8.8m [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:22:dredging to create a berth pocket. The Tees Dock turning circle and areas of navigation channel are [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:23: TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:24: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:38:Options for the disposal of waste (i.e. the material to be dredged from the approach channel, turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:55:2017 Operation - Vessel navigation assessment Royal HaskoningDHV, 2017b vicinity of the turning circle and Tees Dock) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:55: turning circle and Tees Dock) derived from [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:57: Operation - Vessel navigation Royal HaskoningDHV, the Tees (particularly in the vicinity of the turning circle and [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:57: 2019b the vicinity of the turning circle and Tees Dock) derived [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:90:channel in the reach containing the new quay; and (iii) deepen part of Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:90:Part of the Tees Dock turning circle will be deepened from 8.8m below CD to 11.0m below CD, yielding [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:91: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:105:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:105:turning circle during the ebb phase (Plot A) and flood phase (Plot B) of the tide. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:105:of release in the turning circle and the closest north bank within the embayment occupied by the Storage [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:107:the plume is created at the turning circle and along parts of the north bank of the river. As with previous [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:107:stages, the maximum SSC concentrations remain local to the point of dredging within the turning circle (up [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:108:whilst all plumes associated with dredging of the turning circle are confined to the left bank (north of centre [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:111: • Navigation (the main navigation channel of the river, parts of the Tees Dock turning circle, the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:124:in the Tees Dock turning circle), commencement of offshore disposal activities is repeated every 2 hours [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:133:dredging to the Tees Dock turning circle and approach channel and to create a berth pocket. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:137:small areas. There is no measurable change within the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:137:and there is no measurable change at the northern bank or within the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:140: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:141: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:147:the two schemes, specifically at the Tees Dock turning circle. Results from the NGCT sediment quality [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:157: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:161:during Stage 4 (during a release from the turning circle during the flood phase of the tide). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:198:turning circle, were found to contain low abundance and diversity. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:199:between the dredge footprint for the two schemes, specifically at Tees Dock turning circle. Results from the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:203:northern half of the turning circle at the entrance to Tees Dock. T. lubrica is a small bivalve that belongs to [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:207:turning circle is not considered to be a long-term habitat loss, as subtidal habitat would still be present and [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:208:(including within the turning circle) is estimated to be 32.5ha. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:208:the existing channel and part of the Tees Dock turning circle, considering the habitat loss will be permanent. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:209:to remain similar within the existing channel and turning circle). Considering the limited footprint of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:211:to the southern bank of the river, whilst all plumes associated with dredging of the turning circle are confined [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:211:(Figure 6.51), it was only during Stage 4 of the dredging (related to dredging of the turning circle) that any [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:212:footprint of the quay, the adjacent navigation channel and the turning circle further downstream. As [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:215:regime within the turning circle was predicted. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:233:proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:236:case location (closest point of the proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:238:footprint of both the main site and turning circle). This is a highly precautionary assumption, as it is unlikely [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:274: intertidal areas just north of the turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:276: • Vantage point monitoring survey at the Vopak Foreshore (c.200m north of the turning circle) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:284: • Sector 52427 (Bran Sands South), which is located downstream of the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:288:areas just north of the turning circle, and Sector DT020, which encompasses the North Tees Mudflat, are [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:292: approximately 100m north of the Tees Dock turning circle (part of the SPA, Ramsar site and SSSI) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:303:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:303:Dock turning circle (anticipated to take approximately one week). Those at North Tees Mudflat would be [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:305:quay and Vopak Foreshore is close to the Tees Dock turning circle, and both could be affected by shipwash [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:310:Tees Dock turning circle. While benthic trawls are limited in the data they can provide (for example, pelagic [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:311:Dock turning circle, to inform the EIA undertaken for the consented Anglo American Harbour facilities (Royal [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:323: Tees Dock turning circle and the dredge footprint for the proposed scheme. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:335:programme, affect the wider estuary between the proposed quay and the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:337: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:337: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:358: • capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:359:If present, dredging within the turning circle and approach channel and dredging / excavation to create the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:360: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:360: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:387:west of the closest part of the scheme boundary (the Tees Dock turning circle) and 2.7km north respectively. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:427: 3.6 turning circle has been omitted from the figure as the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:467:Capital dredging will be carried out within part of the Tees Dock turning circle, within parts of the existing [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:492: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:494: the Tees navigation channel, the turning circle and Tees Dock to a hydrodynamic and sedimentary regime of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:501: (BHD and TSHD in the berthing pocket, river channel and tees Dock turning circle) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:504:Tees Dock turning circle and no estuary scale effects on baseline hydrodynamic conditions. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:515:at the Tees Dock turning circle). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:516:to this are the dredging footprint for the Tees Dock turning circle (which is also included as part of NGCT [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:517:However, as the dredging for the turning circle will only take place once, either for NGCT or for the scheme [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:524: • C2 Capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:531: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:532: circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:536:footprint, particularly the turning circle given this was sampled within the 2019 survey. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:562: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:564: the Tees navigation channel, the turning circle and Tees Dock to a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:572:the absence of the existing wharf and jetties and the deepened areas in the Tees Dock turning circle, [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:573:change in the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:573:create the berth pocket. The dredging footprint in the channel and the Tees Dock turning circle does not [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:579:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:579:deepen the Tees Dock turning circle. Disturbance to birds at North Tees Mudflat would be limited to the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:583:for the proposed scheme overlaps in part with the NGCT dredge footprint at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:583:The dredge at Tees Dock turning circle would therefore only be undertaken by one of these schemes, which [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:51: deepen the Tees Dock turning circle and approach channel and to create a berth pocket), offshore [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:52:and jetties, capital dredging (to deepen the Tees Dock turning circle and approach channel and to create [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:53: • Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:53: • Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:53: • Tees Dock turning circle – to be [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:53: • Tees Dock turning circle – to be maintained at [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:79:jetties, capital dredging (to deepen the Tees Dock turning circle and approach [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:80: wharf and two jetties, capital dredging (to deepen the Tees Dock turning circle and [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:81: • capital dredging (to deepen the Tees Dock turning circle and approach [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:134:Figure 2.1: Proposed Development Site - South Bank Wharf and Tees Dock Turning Circle 3 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:141: Figure 2.1: Proposed Development Site - South Bank Wharf and Tees Dock Turning Circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:189: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:190: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:195: South Bank Wharf Channel and Berth Pocket Turning Circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:200: 4. BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:204:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:204:that during Stage 4 of the dredging, the plume is created at the turning circle and along parts of the north [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:204:dredging within the turning circle (up to a few hundred mg/l). Further upstream and downstream of the areas [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:205:plumes associated with dredging of the turning circle are confined to the left bank (north of centre line) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:239: circle within the existing navigational channel and within the proposed berth pocket. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:241: with that for South Bank wharf (at the Tees Dock turning circle), however, the vast [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:243: Circle - 0m, 1m, [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf|MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf]]:1: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf|MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf]]:5:of the turning circle is also reported as having no hydrodynamic impact, which seems counter-intuitive. The [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf|MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf]]:5:2. We have not claimed that the dredging of the Tees Dock turning circle will have “no hydrodynamic [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf|MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf]]:5: circle, but the change is less than ±0.05m/s and so not displayed on the plot. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf|MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf]]:5: c. one point from the Tees Dock Turning Circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf|MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf]]:14:At the Teed Dock Turning Circle, results are presented for point 0 below. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf|MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf]]:14: change at the bed of the Tees Dock Turning Circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf|MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf]]:15: Turning Circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:15:northern half of the Tees Dock turning circle, a section of the existing approach channel and to create a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:17: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:22:anticipated to be required within part of the Tees Dock turning circle (currently maintained at a depth of 8.8m [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:22:dredging to create a berth pocket. The Tees Dock turning circle and areas of navigation channel are [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:23: TURNING CIRCLE [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:24: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:38:Options for the disposal of waste (i.e. the material to be dredged from the approach channel, turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:55:2017 Operation - Vessel navigation assessment Royal HaskoningDHV, 2017b vicinity of the turning circle and Tees Dock) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:55: turning circle and Tees Dock) derived from [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:57: Operation - Vessel navigation Royal HaskoningDHV, the Tees (particularly in the vicinity of the turning circle and [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:57: 2019b the vicinity of the turning circle and Tees Dock) derived [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:90:channel in the reach containing the new quay; and (iii) deepen part of Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:90:Part of the Tees Dock turning circle will be deepened from 8.8m below CD to 11.0m below CD, yielding [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:91: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:105:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:105:turning circle during the ebb phase (Plot A) and flood phase (Plot B) of the tide. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:105:of release in the turning circle and the closest north bank within the embayment occupied by the Storage [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:107:the plume is created at the turning circle and along parts of the north bank of the river. As with previous [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:107:stages, the maximum SSC concentrations remain local to the point of dredging within the turning circle (up [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:108:whilst all plumes associated with dredging of the turning circle are confined to the left bank (north of centre [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:111: • Navigation (the main navigation channel of the river, parts of the Tees Dock turning circle, the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:124:in the Tees Dock turning circle), commencement of offshore disposal activities is repeated every 2 hours [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:133:dredging to the Tees Dock turning circle and approach channel and to create a berth pocket. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:137:small areas. There is no measurable change within the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:137:and there is no measurable change at the northern bank or within the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:140: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:141: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:147:the two schemes, specifically at the Tees Dock turning circle. Results from the NGCT sediment quality [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:157: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:161:during Stage 4 (during a release from the turning circle during the flood phase of the tide). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:198:turning circle, were found to contain low abundance and diversity. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:199:between the dredge footprint for the two schemes, specifically at Tees Dock turning circle. Results from the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:203:northern half of the turning circle at the entrance to Tees Dock. T. lubrica is a small bivalve that belongs to [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:207:turning circle is not considered to be a long-term habitat loss, as subtidal habitat would still be present and [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:208:(including within the turning circle) is estimated to be 32.5ha. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:208:the existing channel and part of the Tees Dock turning circle, considering the habitat loss will be permanent. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:209:to remain similar within the existing channel and turning circle). Considering the limited footprint of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:211:to the southern bank of the river, whilst all plumes associated with dredging of the turning circle are confined [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:211:(Figure 6.51), it was only during Stage 4 of the dredging (related to dredging of the turning circle) that any [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:212:footprint of the quay, the adjacent navigation channel and the turning circle further downstream. As [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:215:regime within the turning circle was predicted. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:233:proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:236:case location (closest point of the proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:238:footprint of both the main site and turning circle). This is a highly precautionary assumption, as it is unlikely [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:274: intertidal areas just north of the turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:276: • Vantage point monitoring survey at the Vopak Foreshore (c.200m north of the turning circle) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:284: • Sector 52427 (Bran Sands South), which is located downstream of the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:288:areas just north of the turning circle, and Sector DT020, which encompasses the North Tees Mudflat, are [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:292: approximately 100m north of the Tees Dock turning circle (part of the SPA, Ramsar site and SSSI) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:303:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:303:Dock turning circle (anticipated to take approximately one week). Those at North Tees Mudflat would be [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:305:quay and Vopak Foreshore is close to the Tees Dock turning circle, and both could be affected by shipwash [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:310:Tees Dock turning circle. While benthic trawls are limited in the data they can provide (for example, pelagic [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:311:Dock turning circle, to inform the EIA undertaken for the consented Anglo American Harbour facilities (Royal [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:323: Tees Dock turning circle and the dredge footprint for the proposed scheme. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:335:programme, affect the wider estuary between the proposed quay and the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:337: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:337: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:358: • capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:359:If present, dredging within the turning circle and approach channel and dredging / excavation to create the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:360: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:360: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:387:west of the closest part of the scheme boundary (the Tees Dock turning circle) and 2.7km north respectively. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:427: 3.6 turning circle has been omitted from the figure as the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:467:Capital dredging will be carried out within part of the Tees Dock turning circle, within parts of the existing [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:492: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:494: the Tees navigation channel, the turning circle and Tees Dock to a hydrodynamic and sedimentary regime of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:501: (BHD and TSHD in the berthing pocket, river channel and tees Dock turning circle) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:504:Tees Dock turning circle and no estuary scale effects on baseline hydrodynamic conditions. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:515:at the Tees Dock turning circle). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:516:to this are the dredging footprint for the Tees Dock turning circle (which is also included as part of NGCT [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:517:However, as the dredging for the turning circle will only take place once, either for NGCT or for the scheme [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:524: • C2 Capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:531: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:532: circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:536:footprint, particularly the turning circle given this was sampled within the 2019 survey. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:562: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:564: the Tees navigation channel, the turning circle and Tees Dock to a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:572:the absence of the existing wharf and jetties and the deepened areas in the Tees Dock turning circle, [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:573:change in the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:573:create the berth pocket. The dredging footprint in the channel and the Tees Dock turning circle does not [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:579:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:579:deepen the Tees Dock turning circle. Disturbance to birds at North Tees Mudflat would be limited to the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:583:for the proposed scheme overlaps in part with the NGCT dredge footprint at the Tees Dock turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:583:The dredge at Tees Dock turning circle would therefore only be undertaken by one of these schemes, which [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:136:Figure 7: Example Swept Paths – Tees Dock Turning Circle ................................................................. 19 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:136:Figure 9: Gate B – In Vicinity of Tees Dock Turning Circle – All Vessels – Summer and Winter 2019. 22 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:155:The swept paths of vessels utilising the Tees Dock turning circle were also modelled and are depicted [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:157: Figure 7: Example Swept Paths – Tees Dock Turning Circle [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:158:downstream approach to the Tees Dock turning circle (Gate B), the results of which are shown in [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:160: Figure 9: Gate B – In Vicinity of Tees Dock Turning Circle – All Vessels – Summer and Winter 2019. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:195: in the turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:195: • It was questioned whether the turning circle would be dredged? If the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:195: need to be dredged. The turning circle is currently dredged to 8.8m. If [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:195: the turning circle is not dredged the existing Teesport regulations will [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:196: turning circle at its current dredge levels. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:201: • Collision risk highest in vicinity of Tees Dock and turning circle. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:205: • Svitzer questioned if project vessels will utilise the turning circle? [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:271: substation), capital dredging (to deepen the northern half of the Tees Dock turning circle, a section [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:350: • capital dredging (to locally deepen the Tees Dock turning circle and approach channel and to create [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:388: the turning circle at the entrance to Tees Dock. However given the low numbers it is not [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:15:northern half of the Tees Dock turning circle, a section of the existing approach channel and to create a [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:17: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:22:anticipated to be required within part of the Tees Dock turning circle (currently maintained at a depth of 8.8m [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:22:dredging to create a berth pocket. The Tees Dock turning circle and areas of navigation channel are [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:23: TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:24: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:38:Options for the disposal of waste (i.e. the material to be dredged from the approach channel, turning circle [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:55:2017 Operation - Vessel navigation assessment Royal HaskoningDHV, 2017b vicinity of the turning circle and Tees Dock) [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:55: turning circle and Tees Dock) derived from [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:57: Operation - Vessel navigation Royal HaskoningDHV, the Tees (particularly in the vicinity of the turning circle and [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:57: 2019b the vicinity of the turning circle and Tees Dock) derived [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:90:channel in the reach containing the new quay; and (iii) deepen part of Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:90:Part of the Tees Dock turning circle will be deepened from 8.8m below CD to 11.0m below CD, yielding [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:91: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:105:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:105:turning circle during the ebb phase (Plot A) and flood phase (Plot B) of the tide. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:105:of release in the turning circle and the closest north bank within the embayment occupied by the Storage [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:107:the plume is created at the turning circle and along parts of the north bank of the river. As with previous [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:107:stages, the maximum SSC concentrations remain local to the point of dredging within the turning circle (up [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:108:whilst all plumes associated with dredging of the turning circle are confined to the left bank (north of centre [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:111: • Navigation (the main navigation channel of the river, parts of the Tees Dock turning circle, the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:124:in the Tees Dock turning circle), commencement of offshore disposal activities is repeated every 2 hours [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:133:dredging to the Tees Dock turning circle and approach channel and to create a berth pocket. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:137:small areas. There is no measurable change within the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:137:and there is no measurable change at the northern bank or within the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:140: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:141: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:147:the two schemes, specifically at the Tees Dock turning circle. Results from the NGCT sediment quality [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:157: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:161:during Stage 4 (during a release from the turning circle during the flood phase of the tide). [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:198:turning circle, were found to contain low abundance and diversity. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:199:between the dredge footprint for the two schemes, specifically at Tees Dock turning circle. Results from the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:203:northern half of the turning circle at the entrance to Tees Dock. T. lubrica is a small bivalve that belongs to [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:207:turning circle is not considered to be a long-term habitat loss, as subtidal habitat would still be present and [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:208:(including within the turning circle) is estimated to be 32.5ha. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:208:the existing channel and part of the Tees Dock turning circle, considering the habitat loss will be permanent. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:209:to remain similar within the existing channel and turning circle). Considering the limited footprint of the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:211:to the southern bank of the river, whilst all plumes associated with dredging of the turning circle are confined [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:211:(Figure 6.51), it was only during Stage 4 of the dredging (related to dredging of the turning circle) that any [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:212:footprint of the quay, the adjacent navigation channel and the turning circle further downstream. As [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:215:regime within the turning circle was predicted. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:233:proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:236:case location (closest point of the proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:238:footprint of both the main site and turning circle). This is a highly precautionary assumption, as it is unlikely [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:274: intertidal areas just north of the turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:276: • Vantage point monitoring survey at the Vopak Foreshore (c.200m north of the turning circle) [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:284: • Sector 52427 (Bran Sands South), which is located downstream of the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:288:areas just north of the turning circle, and Sector DT020, which encompasses the North Tees Mudflat, are [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:292: approximately 100m north of the Tees Dock turning circle (part of the SPA, Ramsar site and SSSI) [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:303:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:303:Dock turning circle (anticipated to take approximately one week). Those at North Tees Mudflat would be [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:305:quay and Vopak Foreshore is close to the Tees Dock turning circle, and both could be affected by shipwash [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:310:Tees Dock turning circle. While benthic trawls are limited in the data they can provide (for example, pelagic [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:311:Dock turning circle, to inform the EIA undertaken for the consented Anglo American Harbour facilities (Royal [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:323: Tees Dock turning circle and the dredge footprint for the proposed scheme. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:335:programme, affect the wider estuary between the proposed quay and the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:337: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:337: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:358: • capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:359:If present, dredging within the turning circle and approach channel and dredging / excavation to create the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:360: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:360: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:387:west of the closest part of the scheme boundary (the Tees Dock turning circle) and 2.7km north respectively. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:427: 3.6 turning circle has been omitted from the figure as the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:467:Capital dredging will be carried out within part of the Tees Dock turning circle, within parts of the existing [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:492: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:494: the Tees navigation channel, the turning circle and Tees Dock to a hydrodynamic and sedimentary regime of the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:501: (BHD and TSHD in the berthing pocket, river channel and tees Dock turning circle) [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:504:Tees Dock turning circle and no estuary scale effects on baseline hydrodynamic conditions. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:515:at the Tees Dock turning circle). [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:516:to this are the dredging footprint for the Tees Dock turning circle (which is also included as part of NGCT [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:517:However, as the dredging for the turning circle will only take place once, either for NGCT or for the scheme [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:524: • C2 Capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:531: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:532: circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:536:footprint, particularly the turning circle given this was sampled within the 2019 survey. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:562: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:564: the Tees navigation channel, the turning circle and Tees Dock to a [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:572:the absence of the existing wharf and jetties and the deepened areas in the Tees Dock turning circle, [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:573:change in the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:573:create the berth pocket. The dredging footprint in the channel and the Tees Dock turning circle does not [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:579:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:579:deepen the Tees Dock turning circle. Disturbance to birds at North Tees Mudflat would be limited to the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:583:for the proposed scheme overlaps in part with the NGCT dredge footprint at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:583:The dredge at Tees Dock turning circle would therefore only be undertaken by one of these schemes, which [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf|R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf]]:1: deepen the Tees Dock turning circle and approach channel and to create a berth pocket), offshore [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf|R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf]]:2:and jetties, capital dredging (to deepen the Tees Dock turning circle and approach channel and to create [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf|R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf]]:3: • Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf|R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf]]:3: • Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf|R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf]]:3: • Tees Dock turning circle – to be [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf|R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf]]:3: • Tees Dock turning circle – to be maintained at [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf]]:4:Tees Dock turning circle. While benthic trawls are limited in the data they can provide (for example, pelagic [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf]]:5:Dock turning circle, to inform the EIA undertaken for the consented Anglo American Harbour facilities (Royal [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf]]:17: Tees Dock turning circle and the dredge footprint for the proposed scheme. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf]]:5: substation), capital dredging (to deepen the northern half of the Tees Dock turning circle, a section [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf]]:2: circle within the existing navigational channel and within the proposed berth pocket. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf]]:4: with that for South Bank wharf (at the Tees Dock turning circle), however, the vast [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf|R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf]]:6: Circle - 0m, 1m, [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:1: deepen the Tees Dock turning circle and approach channel and to create a berth pocket), offshore [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:2:and jetties, capital dredging (to deepen the Tees Dock turning circle and approach channel and to create [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:3: • Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:3: • Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:3: • Tees Dock turning circle – to be [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf]]:3: • Tees Dock turning circle – to be maintained at [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:8:turning circle, were found to contain low abundance and diversity. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:9:between the dredge footprint for the two schemes, specifically at Tees Dock turning circle. Results from the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:13:northern half of the turning circle at the entrance to Tees Dock. T. lubrica is a small bivalve that belongs to [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:17:turning circle is not considered to be a long-term habitat loss, as subtidal habitat would still be present and [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:18:(including within the turning circle) is estimated to be 32.5ha. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:18:the existing channel and part of the Tees Dock turning circle, considering the habitat loss will be permanent. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:19:to remain similar within the existing channel and turning circle). Considering the limited footprint of the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:21:to the southern bank of the river, whilst all plumes associated with dredging of the turning circle are confined [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:21:(Figure 6.51), it was only during Stage 4 of the dredging (related to dredging of the turning circle) that any [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:22:footprint of the quay, the adjacent navigation channel and the turning circle further downstream. As [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf]]:25:regime within the turning circle was predicted. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf|R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf]]:1: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:6: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:8: TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:3: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:5: the Tees navigation channel, the turning circle and Tees Dock to a hydrodynamic and sedimentary regime of the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:12: (BHD and TSHD in the berthing pocket, river channel and tees Dock turning circle) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:15:Tees Dock turning circle and no estuary scale effects on baseline hydrodynamic conditions. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:26:at the Tees Dock turning circle). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:27:to this are the dredging footprint for the Tees Dock turning circle (which is also included as part of NGCT [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf]]:28:However, as the dredging for the turning circle will only take place once, either for NGCT or for the scheme [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:7: 3.6 turning circle has been omitted from the figure as the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf]]:1: TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_4. Legislative framework.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_4. Legislative framework.pdf]]:4:Options for the disposal of waste (i.e. the material to be dredged from the approach channel, turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:6:Figure 7: Example Swept Paths – Tees Dock Turning Circle ................................................................. 19 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:6:Figure 9: Gate B – In Vicinity of Tees Dock Turning Circle – All Vessels – Summer and Winter 2019. 22 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:25:The swept paths of vessels utilising the Tees Dock turning circle were also modelled and are depicted [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:27: Figure 7: Example Swept Paths – Tees Dock Turning Circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:28:downstream approach to the Tees Dock turning circle (Gate B), the results of which are shown in [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:30: Figure 9: Gate B – In Vicinity of Tees Dock Turning Circle – All Vessels – Summer and Winter 2019. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:65: in the turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:65: • It was questioned whether the turning circle would be dredged? If the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:65: need to be dredged. The turning circle is currently dredged to 8.8m. If [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:65: the turning circle is not dredged the existing Teesport regulations will [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:66: turning circle at its current dredge levels. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:71: • Collision risk highest in vicinity of Tees Dock and turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf|R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf]]:75: • Svitzer questioned if project vessels will utilise the turning circle? [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:4:Figure 2.1: Proposed Development Site - South Bank Wharf and Tees Dock Turning Circle 3 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:11: Figure 2.1: Proposed Development Site - South Bank Wharf and Tees Dock Turning Circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:59: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:60: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:65: South Bank Wharf Channel and Berth Pocket Turning Circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:70: 4. BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:74:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:74:that during Stage 4 of the dredging, the plume is created at the turning circle and along parts of the north [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:74:dredging within the turning circle (up to a few hundred mg/l). Further upstream and downstream of the areas [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf|R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf]]:75:plumes associated with dredging of the turning circle are confined to the left bank (north of centre line) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf]]:8:Capital dredging will be carried out within part of the Tees Dock turning circle, within parts of the existing [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:30:by the dredging activities (including within the turning circle) is estimated to be [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:54: Tees Dock turning circle and approach channel and to create a berth [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:54: Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:59: circle, a section of the existing approach channel and to create a berth [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:60: Tees Dock turning circle and approach channel and to create a berth [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:60: Tees Dock turning circle. Therefore, there will be no impact upon [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf]]:4:programme, affect the wider estuary between the proposed quay and the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf]]:6: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf]]:6: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:6:the two schemes, specifically at the Tees Dock turning circle. Results from the NGCT sediment quality [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:16: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:20:during Stage 4 (during a release from the turning circle during the flood phase of the tide). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:12: PDT is proposing to fully construct the proposed NGCT in advance circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:14: the Tees navigation channel, the turning circle and Tees Dock to a [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:22:the absence of the existing wharf and jetties and the deepened areas in the Tees Dock turning circle, [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:23:change in the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:23:create the berth pocket. The dredging footprint in the channel and the Tees Dock turning circle does not [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:29:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:29:deepen the Tees Dock turning circle. Disturbance to birds at North Tees Mudflat would be limited to the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:33:for the proposed scheme overlaps in part with the NGCT dredge footprint at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf]]:33:The dredge at Tees Dock turning circle would therefore only be undertaken by one of these schemes, which [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:8: • capital dredging (to locally deepen the Tees Dock turning circle and approach channel and to create [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf]]:5: the turning circle at the entrance to Tees Dock. However given the low numbers it is not [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf]]:3: • C2 Capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf]]:10: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf]]:11: circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf]]:15:footprint, particularly the turning circle given this was sampled within the 2019 survey. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf]]:6:jetties, capital dredging (to deepen the Tees Dock turning circle and approach [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf]]:7: wharf and two jetties, capital dredging (to deepen the Tees Dock turning circle and [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf|R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf]]:8: • capital dredging (to deepen the Tees Dock turning circle and approach [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:5: intertidal areas just north of the turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:7: • Vantage point monitoring survey at the Vopak Foreshore (c.200m north of the turning circle) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:15: • Sector 52427 (Bran Sands South), which is located downstream of the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:19:areas just north of the turning circle, and Sector DT020, which encompasses the North Tees Mudflat, are [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:23: approximately 100m north of the Tees Dock turning circle (part of the SPA, Ramsar site and SSSI) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:34:During dredging of the main channel and the turning circle, dredging vessels will operate in close proximity [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:34:Dock turning circle (anticipated to take approximately one week). Those at North Tees Mudflat would be [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf]]:36:quay and Vopak Foreshore is close to the Tees Dock turning circle, and both could be affected by shipwash [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:1:northern half of the Tees Dock turning circle, a section of the existing approach channel and to create a [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:3: PHASE 1 TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:8:anticipated to be required within part of the Tees Dock turning circle (currently maintained at a depth of 8.8m [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:8:dredging to create a berth pocket. The Tees Dock turning circle and areas of navigation channel are [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:9: TURNING CIRCLE [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:10: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:20: • capital dredging (to deepen the northern half of the Tees Dock turning circle, a section of the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:21:If present, dredging within the turning circle and approach channel and dredging / excavation to create the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:22: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf]]:22: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf]]:17:proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf]]:20:case location (closest point of the proposed dredging in the Tees Dock turning circle to the coast). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf]]:22:footprint of both the main site and turning circle). This is a highly precautionary assumption, as it is unlikely [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:5:2017 Operation - Vessel navigation assessment Royal HaskoningDHV, 2017b vicinity of the turning circle and Tees Dock) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:5: turning circle and Tees Dock) derived from [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:7: Operation - Vessel navigation Royal HaskoningDHV, the Tees (particularly in the vicinity of the turning circle and [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:7: 2019b the vicinity of the turning circle and Tees Dock) derived [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:40:channel in the reach containing the new quay; and (iii) deepen part of Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:40:Part of the Tees Dock turning circle will be deepened from 8.8m below CD to 11.0m below CD, yielding [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:41: • Stage 4: BHD and TSHD working in parallel to dredge the material in the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:55:in the Tees Dock turning circle), the model simulates releases over time, moving from the south-western [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:55:turning circle during the ebb phase (Plot A) and flood phase (Plot B) of the tide. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:55:of release in the turning circle and the closest north bank within the embayment occupied by the Storage [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:57:the plume is created at the turning circle and along parts of the north bank of the river. As with previous [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:57:stages, the maximum SSC concentrations remain local to the point of dredging within the turning circle (up [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:58:whilst all plumes associated with dredging of the turning circle are confined to the left bank (north of centre [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:61: • Navigation (the main navigation channel of the river, parts of the Tees Dock turning circle, the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:74:in the Tees Dock turning circle), commencement of offshore disposal activities is repeated every 2 hours [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:83:dredging to the Tees Dock turning circle and approach channel and to create a berth pocket. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:87:small areas. There is no measurable change within the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:87:and there is no measurable change at the northern bank or within the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:90: • The proposed new quay alignment and capital dredging to deepen the Tees Dock turning circle [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf]]:91: • There is no measurable change caused by the capital dredging at the Tees Dock turning circle. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf]]:10:west of the closest part of the scheme boundary (the Tees Dock turning circle) and 2.7km north respectively. [[this>Teesworks/Planning/R-2019-0331-SCP/R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf|R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf]]:3: Turning Area: A Turning Circle is located outside of Tees Dock. This is partly dredged to -10.4 mCD, [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF]]:27: RCBC but it is confirm target dredging (to deepen the northern half of the Tees Dock turning circle, a section [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF]]:12:Highlighted closest residential properties circled in red below. [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF]]:120: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF]]:125: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF]]:142: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF]]:28: RCBC but it is confirm target dredging (to deepen the northern half of the Tees Dock turning circle, a section [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF]]:20: STDC to be deepen the northern half of the Tees Dock turning circle, determination date at the South Bank site on the bank [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF]]:18: d to turning circle, a section of the existing has been [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF]]:22: STDC to be deepen the northern half of the Tees Dock turning circle, determination date at the South Bank site on the bank [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF]]:27: RCBC but it is confirm target dredging (to deepen the northern half of the Tees Dock turning circle, a section [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF]]:18: d to turning circle, a section of the existing has been [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF]]:135: V - Approach road E - Entry l' - Effective flare R - Entry D - Inscribed circle PHI - Conflict (entry) Exit [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF]]:12:Highlighted closest residential properties circled in red below. [[this>Teesworks/Planning/R-2023-0227-CD/R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf|R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf]]:71:Circle or underline each Criterion applied to the designation of the Ramsar site. See Annex II of the Explanatory Notes and