teesworks_-_keywords_-

{include:Teesworks - keywords - menu}

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

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

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

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

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

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.

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

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

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”

EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:397: – Shareholders' Circle

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

EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:91:Figure 12. Outfall 2 location indicated by blue circle

EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:201: circles?

EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:663: © In particular the land circled on Figure 1 below (land to North and East of Number

EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1070: dispersion/explosion/QRA studies or modelling been undertaken to inform blast / toxicity radii circles?

EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1155: no longer be encircled. However, a strip of land on Wilton’s western

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.

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

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

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

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

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

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

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

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

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.

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

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

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

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

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.

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

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

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

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

EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:36: Tees Dock turning circle, a section of the Pending

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

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/

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

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

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

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

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

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

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

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

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

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

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

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.

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

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

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

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

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

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

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

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

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.

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

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

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

EN010103-002169-North Tees - Responses to the ExA’s ExQ2.pdf:7:Englargement of Area Circled Above : Scale -1:250

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

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

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

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.

EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:142: PATIO HALF CIRCLE

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.

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

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

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

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”

EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:396: – Shareholders' Circle

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.

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

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

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

EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:154:circles are coming” introduces world leading designer and

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

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

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

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

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

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

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

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

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

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

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

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

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

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.

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

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

EN010082-000186-EN010082-6.2.15-ES Chapter 15-Major Accidents-Final-November 2017.pdf:5: PROPOSED SITE LAYOUT & BLAST CIRCLE

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.

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

TR030002-000346-York Potash Ltd.pdf:3: ANTIQUES cIrcles double quilt cover 2 router has been used to

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

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

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

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:233:* 1 circle represents 1 response. A response -

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

TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:42: the turning circles to clear or berth availability.

TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:44: the turning circles to clear or berth availability.

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

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

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

TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:45: the turning circles to clear or berth availability.

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

TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:46: the turning circles to clear or berth availability.

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

TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:66: waiting for the turning circles to clear or berth availability.

TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:66: Delay to vessels leaving due to occupied turning circle.

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.

TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:69: waiting for the turning circles to clear or berth availability.

TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:69: Delay to vessels leaving due to occupied turning circle.

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

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

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

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

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

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

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)

TR030002-000868-CATS Parties - young lady report.pdf:15: vessel’s position within a 2 to 3 cable swinging circle using:

TR030002-000868-CATS Parties - young lady report.pdf:15: vessel within its predicted swinging circle.

TR030002-000868-CATS Parties - young lady report.pdf:16: outside of the swinging circle. He had concerns that the vessel was dragging anchor

TR030002-000443-ES Section 8 Marine ecology.pdf:18: 2. Tees Dock to the turning circle;

TR030002-000443-ES Section 8 Marine ecology.pdf:18: 4. the area downstream of the turning circle to the mouth of the Tees estuary.

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

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

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

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

TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:20: slower eddy at the turning circle.

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

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

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

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

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

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

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

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

TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:57: Seaton Turning Circle

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

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

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

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

TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:174: Circle

TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:209: (revised turning circle)

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

NGCT_Final_ES at KK with figs.pdf:35: terminal and deepening of the two existing turning circles (Tees Dock turning

NGCT_Final_ES at KK with figs.pdf:35: circle and Seaton Channel turning circle) in the Tees estuary;

NGCT_Final_ES at KK with figs.pdf:102:A Tees Dock turning circle 10.4 14.5 1.15

NGCT_Final_ES at KK with figs.pdf:102: circle

NGCT_Final_ES at KK with figs.pdf:102: because the channel and Seaton Channel turning circle have previously been

NGCT_Final_ES at KK with figs.pdf:120: Channel turning circle and would allow the terminal to be constructed to the required

NGCT_Final_ES at KK with figs.pdf:189: navigable channel, and the turning circle for Phillips

NGCT_Final_ES at KK with figs.pdf:196: Circle and the downstream reaches of the Channel (Areas C and D; see Table

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

NGCT_Final_ES at KK with figs.pdf:202: to the barge loading site when dredging the Tees Dock turning circle (Figure

NGCT_Final_ES at KK with figs.pdf:226: the area around the Seaton Turning Circle (Chart 9) are also significantly

NGCT_Final_ES at KK with figs.pdf:228: Tees Dock turning circle is somewhat enhanced for the proposed layout,

NGCT_Final_ES at KK with figs.pdf:229:Tees Dock and turning circle

NGCT_Final_ES at KK with figs.pdf:229: the Tees Dock turning circle.

NGCT_Final_ES at KK with figs.pdf:230:Enlarged Seaton Channel turning circle

NGCT_Final_ES at KK with figs.pdf:230: 15. No increase in sand infill is predicted in the Seaton Channel turning circle.

NGCT_Final_ES at KK with figs.pdf:230: slightly increase (4%) in the intertidal area to the north of the turning circle which

NGCT_Final_ES at KK with figs.pdf:230: circle.

NGCT_Final_ES at KK with figs.pdf:230: Seaton Channel turning circle.

NGCT_Final_ES at KK with figs.pdf:232: • Redesigning the deepened Seaton Channel turning circle to avoid dredging

NGCT_Final_ES at KK with figs.pdf:234: Original Scheme Revised turning circle Change in speed

NGCT_Final_ES at KK with figs.pdf:235: Original Scheme Revised turning circle Change in speed

NGCT_Final_ES at KK with figs.pdf:236: (revised turning circle)

NGCT_Final_ES at KK with figs.pdf:251: circle (TS15) and in the proposed location of the quay wall (TS13). These two

NGCT_Final_ES at KK with figs.pdf:254: the lower channel and in the Seaton Channel turning circle area. For the TSHD

NGCT_Final_ES at KK with figs.pdf:294: reclamation and in the Tees Dock turning circle and using a TSHD in the lower

NGCT_Final_ES at KK with figs.pdf:294: 4. When the CSD is located in the Tees Dock turning circle, peak suspended

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

NGCT_Final_ES at KK with figs.pdf:294: dredging in the Tees Dock turning circle. Suspended sediment concentrations

NGCT_Final_ES at KK with figs.pdf:303: of Dabholm Gut. Deposition is also enhanced in the Tees Dock turning circle.

NGCT_Final_ES at KK with figs.pdf:303: north of Dabholm Gut and more accumulation in the Tees Dock turning circle

NGCT_Final_ES at KK with figs.pdf:304: Circle

NGCT_Final_ES at KK with figs.pdf:305: Circle

NGCT_Final_ES at KK with figs.pdf:313: low abundance in the Tees Dock turning circle area and in the proposed

NGCT_Final_ES at KK with figs.pdf:318: MDS plot indicating the degree of similarity between samples. The circles

NGCT_Final_ES at KK with figs.pdf:354: slumping of sand into the Seaton Channel turning circle. However, the reduction

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,

NGCT_Final_ES at KK with figs.pdf:375: and are turned in the Seaton Channel turning circle. Ships arriving fully laden

NGCT_Final_ES at KK with figs.pdf:375: berths are turned at the Tees Dock turning circle. The present dredged depth of

NGCT_Final_ES at KK with figs.pdf:375: the Tees Dock turning circle means that deep drafted vessels to/from Tees Dock

NGCT_Final_ES at KK with figs.pdf:377: design of the channel and turning circles in order to satisfy the Harbour Master

NGCT_Final_ES at KK with figs.pdf:419: measured noise (dB LAeq) circle noise (dB

NGCT_Final_ES at KK with figs.pdf:429: turning circles.

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

NGCT_Final_ES at KK with figs.pdf:529: Channel turning circle, are shown.

MLA_2020_00079-APPLICATION-FORM.pdf:15:to deepen the two existing turning circles (Tees Dock turning circle and Seaton Channel

MLA_2020_00079-APPLICATION-FORM.pdf:15:turning circle) in the Tees estuary.

IBPB8270R001F01_EIA REPORT(2).pdf:8: circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees estuary

IBPB8270R001F01_EIA REPORT(2).pdf:12:channel and Seaton Channel turning circle have previously been dredged to a greater depth than the

IBPB8270R001F01_EIA REPORT(2).pdf:37:arising from the dredging of the lower channel and Seaton Channel turning circle and would allow the

IBPB8270R001F01_EIA REPORT(2).pdf:67:Seaton Channel turning circle (as the Seaton Channel is the main route of sediment transport to Seal

IBPB8270R001F01_EIA REPORT(2).pdf:68:maintenance dredging activity in the Seaton Channel turning circle during the capital dredging is not

IBPB8270R001F01_EIA REPORT(2).pdf:72: with specific focus on certain key locations, such as the Tees Dock turning circle, the proposed

IBPB8270R001F01_EIA REPORT(2).pdf:72: turning circle, Seaton Channel, Seal Sands, North Gare and Bran Sands.

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

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

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

IBPB8270R001F01_EIA REPORT(2).pdf:91:further afield (along the tidal axis) compared to dredging in the Tees Dock turning circle. Suspended

IBPB8270R001F01_EIA REPORT(2).pdf:93:dredging sand in the lower channel and in the Seaton Channel turning circle area. For the TSHD simulation

IBPB8270R001F01_EIA REPORT(2).pdf:98:is also enhanced in the Tees Dock turning circle.

IBPB8270R001F01_EIA REPORT(2).pdf:98:of Dabholm Gut and more accumulation in the Tees Dock turning circle compared with the summer

IBPB8270R001F01_EIA REPORT(2).pdf:112:circle were found to contain low abundance and diversity.

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

IBPB8270R001F01_EIA REPORT(2).pdf:164:source of sand to Seal Sands by some slumping of sand into the Seaton Channel turning circle. However,

IBPB8270R001F01_EIA REPORT(2).pdf:167: Existing measured Ship turning circle noise

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

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

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

IBPB8270R001F01_EIA REPORT(2).pdf:264: the Tees navigation channel, the turning circle and Tees Dock to a

IBPB8270R001F01_EIA REPORT(2).pdf:268:In the main Tees Channel, the addition of maintenance dredging activity in the Seaton Channel turning circle

IBPB8270R001F01_EIA REPORT(2).pdf:287: of the Tees navigation channel, the turning circle and Tees Dock

IBPB8270R001F01_EIA REPORT(2).pdf:339: navigable channel, and the turning circle for Phillips

IBPB8270R001F01_EIA REPORT(2).pdf:346: Circle and the downstream reaches of the Channel (Areas C and D; see Table

IBPB8270R001F01_EIA REPORT(2).pdf:352: 13. The use of the CSD in the area of the reclamation and Tees Dock turning circle

IBPB8270R001F01_EIA REPORT(2).pdf:352: to the barge loading site when dredging the Tees Dock turning circle (Figure

IBPB8270R001F01_EIA REPORT(2).pdf:376: the area around the Seaton Turning Circle (Chart 9) are also significantly

IBPB8270R001F01_EIA REPORT(2).pdf:378: Tees Dock turning circle is somewhat enhanced for the proposed layout,

IBPB8270R001F01_EIA REPORT(2).pdf:379:Tees Dock and turning circle

IBPB8270R001F01_EIA REPORT(2).pdf:379: the Tees Dock turning circle.

IBPB8270R001F01_EIA REPORT(2).pdf:380:Enlarged Seaton Channel turning circle

IBPB8270R001F01_EIA REPORT(2).pdf:380: 15. No increase in sand infill is predicted in the Seaton Channel turning circle.

IBPB8270R001F01_EIA REPORT(2).pdf:380: slightly increase (4%) in the intertidal area to the north of the turning circle which

IBPB8270R001F01_EIA REPORT(2).pdf:380: circle.

IBPB8270R001F01_EIA REPORT(2).pdf:380: Seaton Channel turning circle.

IBPB8270R001F01_EIA REPORT(2).pdf:382: • Redesigning the deepened Seaton Channel turning circle to avoid dredging

IBPB8270R001F01_EIA REPORT(2).pdf:384: Original Scheme Revised turning circle Change in speed

IBPB8270R001F01_EIA REPORT(2).pdf:385: Original Scheme Revised turning circle Change in speed

IBPB8270R001F01_EIA REPORT(2).pdf:386: (revised turning circle)

IBPB8270R001F01_EIA REPORT(2).pdf:389: deepening of the two existing turning circles (Tees Dock turning circle and Seaton Channel

IBPB8270R001F01_EIA REPORT(2).pdf:389: turning circle) in the Tees estuary.

IBPB8270R001F01_EIA REPORT(2).pdf:389: A Tees Dock turning circle 10.4 14.5 1.15 (mudstone)

IBPB8270R001F01_EIA REPORT(2).pdf:389: D Seaton channel turning circle 14.1 14.5 0.21 (sand)

IBPB8270R001F01_EIA REPORT(2).pdf:391:because the channel and Seaton Channel turning circle have previously been dredged to a greater depth

IBPB8270R001F01_EIA REPORT(2).pdf:408: terminal and deepening of the two existing turning circles (Tees Dock turning

IBPB8270R001F01_EIA REPORT(2).pdf:408: circle and Seaton Channel turning circle) in the Tees estuary.

IBPB8270R001F01_EIA REPORT(2).pdf:460: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees

IBPB8270R001F01_EIA REPORT(2).pdf:500:well as the turning circle were found to contain low abundance and diversity.

IBPB8270R001F01_EIA REPORT(2).pdf:594: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees

IBPB8270R001F01_EIA REPORT(2).pdf:617: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees

IBPB8270R001F01_EIA REPORT(2).pdf:636:circle or in the area of the proposed quay wall, concentrations of suspended solids decrease significantly

IBPB8270R001F01_EIA REPORT(2).pdf:647: channel in the vicinity of the proposed terminal and deepening of the two existing turning circles (Tees

IBPB8270R001F01_EIA REPORT(2).pdf:647: Dock turning circle and Seaton Channel turning circle) in the Tees estuary. Capital dredging of deep water

20220302_EIA_Consent_Decision_Response MLA202000079.pdf:3: terminal and deepening of the two existing turning circles (Tees Dock turning

20220302_EIA_Consent_Decision_Response MLA202000079.pdf:3: circle and Seaton Channel turning circle) in the Tees estuary.

IBPB8270R001F01_EIA REPORT.pdf:8: circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees estuary

IBPB8270R001F01_EIA REPORT.pdf:12:channel and Seaton Channel turning circle have previously been dredged to a greater depth than the

IBPB8270R001F01_EIA REPORT.pdf:37:arising from the dredging of the lower channel and Seaton Channel turning circle and would allow the

IBPB8270R001F01_EIA REPORT.pdf:67:Seaton Channel turning circle (as the Seaton Channel is the main route of sediment transport to Seal

IBPB8270R001F01_EIA REPORT.pdf:68:maintenance dredging activity in the Seaton Channel turning circle during the capital dredging is not

IBPB8270R001F01_EIA REPORT.pdf:72: with specific focus on certain key locations, such as the Tees Dock turning circle, the proposed

IBPB8270R001F01_EIA REPORT.pdf:72: turning circle, Seaton Channel, Seal Sands, North Gare and Bran Sands.

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

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

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

IBPB8270R001F01_EIA REPORT.pdf:91:further afield (along the tidal axis) compared to dredging in the Tees Dock turning circle. Suspended

IBPB8270R001F01_EIA REPORT.pdf:93:dredging sand in the lower channel and in the Seaton Channel turning circle area. For the TSHD simulation

IBPB8270R001F01_EIA REPORT.pdf:98:is also enhanced in the Tees Dock turning circle.

IBPB8270R001F01_EIA REPORT.pdf:98:of Dabholm Gut and more accumulation in the Tees Dock turning circle compared with the summer

IBPB8270R001F01_EIA REPORT.pdf:112:circle were found to contain low abundance and diversity.

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

IBPB8270R001F01_EIA REPORT.pdf:164:source of sand to Seal Sands by some slumping of sand into the Seaton Channel turning circle. However,

IBPB8270R001F01_EIA REPORT.pdf:167: Existing measured Ship turning circle noise

IBPB8270R001F01_EIA REPORT.pdf:187:located in the Tees Dock turning circle or in the area of the proposed quay wall, concentrations of suspended

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

IBPB8270R001F01_EIA REPORT.pdf:199:proposed terminal. The ultimate aim was to inform the design of the channel and turning circles in order to

IBPB8270R001F01_EIA REPORT.pdf:264: the Tees navigation channel, the turning circle and Tees Dock to a

IBPB8270R001F01_EIA REPORT.pdf:268:In the main Tees Channel, the addition of maintenance dredging activity in the Seaton Channel turning circle

IBPB8270R001F01_EIA REPORT.pdf:287: of the Tees navigation channel, the turning circle and Tees Dock

IBPB8270R001F01_EIA REPORT.pdf:339: navigable channel, and the turning circle for Phillips

IBPB8270R001F01_EIA REPORT.pdf:346: Circle and the downstream reaches of the Channel (Areas C and D; see Table

IBPB8270R001F01_EIA REPORT.pdf:352: 13. The use of the CSD in the area of the reclamation and Tees Dock turning circle

IBPB8270R001F01_EIA REPORT.pdf:352: to the barge loading site when dredging the Tees Dock turning circle (Figure

IBPB8270R001F01_EIA REPORT.pdf:376: the area around the Seaton Turning Circle (Chart 9) are also significantly

IBPB8270R001F01_EIA REPORT.pdf:378: Tees Dock turning circle is somewhat enhanced for the proposed layout,

IBPB8270R001F01_EIA REPORT.pdf:379:Tees Dock and turning circle

IBPB8270R001F01_EIA REPORT.pdf:379: the Tees Dock turning circle.

IBPB8270R001F01_EIA REPORT.pdf:380:Enlarged Seaton Channel turning circle

IBPB8270R001F01_EIA REPORT.pdf:380: 15. No increase in sand infill is predicted in the Seaton Channel turning circle.

IBPB8270R001F01_EIA REPORT.pdf:380: slightly increase (4%) in the intertidal area to the north of the turning circle which

IBPB8270R001F01_EIA REPORT.pdf:380: circle.

IBPB8270R001F01_EIA REPORT.pdf:380: Seaton Channel turning circle.

IBPB8270R001F01_EIA REPORT.pdf:382: • Redesigning the deepened Seaton Channel turning circle to avoid dredging

IBPB8270R001F01_EIA REPORT.pdf:384: Original Scheme Revised turning circle Change in speed

IBPB8270R001F01_EIA REPORT.pdf:385: Original Scheme Revised turning circle Change in speed

IBPB8270R001F01_EIA REPORT.pdf:386: (revised turning circle)

IBPB8270R001F01_EIA REPORT.pdf:389: deepening of the two existing turning circles (Tees Dock turning circle and Seaton Channel

IBPB8270R001F01_EIA REPORT.pdf:389: turning circle) in the Tees estuary.

IBPB8270R001F01_EIA REPORT.pdf:389: A Tees Dock turning circle 10.4 14.5 1.15 (mudstone)

IBPB8270R001F01_EIA REPORT.pdf:389: D Seaton channel turning circle 14.1 14.5 0.21 (sand)

IBPB8270R001F01_EIA REPORT.pdf:391:because the channel and Seaton Channel turning circle have previously been dredged to a greater depth

IBPB8270R001F01_EIA REPORT.pdf:408: terminal and deepening of the two existing turning circles (Tees Dock turning

IBPB8270R001F01_EIA REPORT.pdf:408: circle and Seaton Channel turning circle) in the Tees estuary.

IBPB8270R001F01_EIA REPORT.pdf:460: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees

IBPB8270R001F01_EIA REPORT.pdf:500:well as the turning circle were found to contain low abundance and diversity.

IBPB8270R001F01_EIA REPORT.pdf:594: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees

IBPB8270R001F01_EIA REPORT.pdf:617: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees

IBPB8270R001F01_EIA REPORT.pdf:636:circle or in the area of the proposed quay wall, concentrations of suspended solids decrease significantly

IBPB8270R001F01_EIA REPORT.pdf:647: channel in the vicinity of the proposed terminal and deepening of the two existing turning circles (Tees

IBPB8270R001F01_EIA REPORT.pdf:647: Dock turning circle and Seaton Channel turning circle) in the Tees estuary. Capital dredging of deep water

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

Licence Document (Marine).pdf:5: the proposed terminal and deepening of the two existing turning circles (Tees

Licence Document (Marine).pdf:5: Dock turning circle and Seaton Channel turning circle) in the Tees estuary.

Schedule 7 - Archaeological WSI.pdf:7: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees

Schedule 7 - Archaeological WSI.pdf:30: the two existing turning circles (Tees Dock turning circle and Seaton Channel turning circle) in the Tees

Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:3: terminal and deepening of the two existing turning circles (Tees Dock turning

Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:3: circle and Seaton Channel turning circle) in the Tees estuary.

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

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

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

MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:44: the two existing turning circles (Tees

MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:44: Dock turning circle and Seaton

MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:44: Channel turning circle) in the Tees

Appendix 16.1a - DNV Report Rev1 2004.pdf:12:Turning circle D = 500 m 196,250

Appendix 16.1a - DNV Report Rev1 2004.pdf:12:Channel N of turning circle L x W = 450 x 230 m 103,500

Appendix 16.1a - DNV Report Rev1 2004.pdf:12:Channel S of turning circle L x W = 400 x 400 m 160,000

Appendix 16.1a - DNV Report Rev1 2004.pdf:54: embankment protecting Seaton Channel and the turning circle

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

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

3 EIS Appendices (3).pdf:127:Turning circle D = 500 m 196,250

3 EIS Appendices (3).pdf:127:Channel N of turning circle L x W = 450 x 230 m 103,500

3 EIS Appendices (3).pdf:127:Channel S of turning circle L x W = 400 x 400 m 160,000

3 EIS Appendices (3).pdf:169: embankment protecting Seaton Channel and the turning circle

Appendix 16.1b - DNV Addendum Report 2005.pdf:5:Channel from the Turning circle westwards to Seaton Snook. It also affected certain underwater

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

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-

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;

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

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

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

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

20210119 MLA202000506 Tees South Bank Quay CP advice + JPQC.pdf:1: • capital dredging of sand (170,000m3) for the Tees dock turning circle;

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,

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

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”

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”

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

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

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

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

20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf:5: IC – Inner Circle

20210729 MLA202000506 Tees South Bank - Further Proposed Sampling to delineate an exclusion zone+SJB.pdf:5: OC – Outer Circle

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

20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf:3: within the turning circle).

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.

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

PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf:2: the turning circle).

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.

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)

MLA202000506 and MLA202000507 Draft HRA (2).pdf:21:deepening deepening of the Tees navigation channel, the turning circle and

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

20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf:2: Circle

210422 EA response to MMO ref MLA202000506.pdf:1: the dredge and one would be near to the turning circle/ other area to be

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

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

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

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

MLA202000506 and MLA202000507 Draft HRA.pdf:21:deepening deepening of the Tees navigation channel, the turning circle and

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

20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf:3: Circle

20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf:2: • Removal of soft material in the turning circle using a backhoe dredger and a TSHD (approximately

20220608 MLA2020005061 L20121003331 Cefas advice Final.pdf:2: the capital dredging of the Tees Dock Turning Circle, and of the Channel and Berth.

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:17: PHASE 1 TURNING CIRCLE

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: TURNING CIRCLE

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

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

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)

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:55: turning circle and Tees Dock) derived from

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

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

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.

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

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

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

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.

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

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

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

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

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

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

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.

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.

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.

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

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.

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

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.

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).

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.

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

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

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

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.

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.

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

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

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:215:regime within the turning circle was predicted.

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).

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).

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

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.

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)

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

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

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)

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

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

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

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

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

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.

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.

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

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.

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

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

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

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.

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.

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

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

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.

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

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)

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.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:515:at the Tees Dock turning circle).

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

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

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:532: circle.

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.

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.

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

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,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:573:change in the Tees Dock turning circle.

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

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

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

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.

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

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

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

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

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.

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.

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.

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.

MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf:15: Turning Circle

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

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

MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf:7: c. Turning Circle 140,000

MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf:7: c. Turning Circle 75,000

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

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

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

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

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.

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.

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.

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.

MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf:15: Turning Circle

MLA_2020_00506-Marine Coordinate Schedules.pdf:2:Tees Dock turning circle - dredge

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;

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

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

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

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

PC1084-RHD-SB-EN-NT-EV-1124 Updated Scheme of Monitoring - May 2022.pdf:2: the turning circle).

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.

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)

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

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

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

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

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

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

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

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 -

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 -

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

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

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

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.

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

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: PHASE 1 TURNING CIRCLE

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: TURNING CIRCLE

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

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

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)

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:55: turning circle and Tees Dock) derived from

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

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

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.

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

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

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

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.

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

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

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

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

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

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

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.

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.

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.

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

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.

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

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.

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).

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.

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

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

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

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.

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.

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

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

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:215:regime within the turning circle was predicted.

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).

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).

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

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.

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)

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

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

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)

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

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

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

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

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

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.

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.

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

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.

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

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

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

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.

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.

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

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

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.

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

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)

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.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:515:at the Tees Dock turning circle).

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

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

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:532: circle.

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.

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.

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

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,

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:573:change in the Tees Dock turning circle.

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

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

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

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.

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

MLA_2020_00506-Marine Coordinate Schedules-55.pdf:2:Tees Dock turning circle - dredge

MLA_2020_00506-Licence Document (Marine).pdf:6: Phase 1, with 216,000m3 from Tees Dock turning circle

MLA_2020_00506-Licence Document (Marine).pdf:6: circle -

MLA_2020_00506-Licence Document (Marine).pdf:7:Site 2 - Tees Dock turning circle - dredge

MLA_2020_00506-Licence Document (Marine).pdf:7:Site location Tees Dock turning circle

MLA_2020_00506-Licence Document (Marine).pdf:7:Activity 2.1 - Capital dredging of the Tees Dock turning circle

MLA_2020_00506-Licence Document (Marine).pdf:7:Activity location Tees Dock turning circle, See coordinate schedule 2.

MLA_2020_00506-Licence Document (Marine).pdf:7:Description Capital dredging of the Tees Dock turning circle is required

MLA_2020_00506-Licence Document (Marine).pdf:7: Tees Dock turning circle.

MLA_2020_00506-Licence Document (Marine).pdf:7:Programme of works It is anticipated that dredging of the turning circle would

MLA_2020_00506-Licence Document (Marine).pdf:7: that from the Tees Dock turning circle which was been

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.

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).

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;

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

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

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

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

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

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

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

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

MLA_2020_00506-Returns.pdf:3: completion of each dredge campaign. The turning circle and channel must

MLA_2020_00506-Returns.pdf:3: R9.3 Within 4 weeks of turning circle (Activity 2.1).A maximum of 1,131,000m3

MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:21:deepening deepening of the Tees navigation channel, the turning circle and

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

MLA_2020_00506-MLA_2020_00506_2_RFI 18.pdf:1: Turning Circle 355,300 WT 410,400 WT + 55,100 WT + 355,700

MLA_2020_00506-Cefas RFI South Bank Phase 1 & 2-15.pdf:1: turning circle is also reported as having no hydrodynamic impact, which

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

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

MLA_2020_00506-Sample plan response_MLA_2021_00506 & 507_Updated -39.pdf:4: • Four samples encircling B34 to constitute an ‘inner circle’

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’

MLA_2020_00506-Licence Document (Marine)-45.pdf:6: 187,000m3 from Tees Dock turning circle and 715,000m3

MLA_2020_00506-Licence Document (Marine)-45.pdf:6: circle -

MLA_2020_00506-Licence Document (Marine)-45.pdf:7:Programme of works It is anticipated that dredging of the turning circle would

MLA_2020_00506-Licence Document (Marine)-45.pdf:7:Site 2 - Tees Dock turning circle - dredge

MLA_2020_00506-Licence Document (Marine)-45.pdf:7:Site location Tees Dock turning circle

MLA_2020_00506-Licence Document (Marine)-45.pdf:7:Activity location Tees Dock turning circle, See coordinate schedule 2.

MLA_2020_00506-Licence Document (Marine)-45.pdf:7:Description Capital dredging of the Tees Dock turning circle is required

MLA_2020_00506-Licence Document (Marine)-45.pdf:7: Tees Dock turning circle.

MLA_2020_00506-Licence Document (Marine)-45.pdf:7:Programme of works It is anticipated that dredging of the turning circle would

MLA_2020_00506-Licence Document (Marine)-45.pdf:7: that from the Tees Dock turning circle which was been

PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:5: PHASE 1 TURNING CIRCLE

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

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

MLA_2020_00506-APPLICATION-FORM.pdf:10:Tees Dock turning circle - dredge

MLA_2020_00506-APPLICATION-FORM.pdf:13:material is anticipated during Phase 1, with 170,000m3 from Tees Dock turning circle

MLA_2020_00506-APPLICATION-FORM.pdf:15: circle -

MLA_2020_00506-APPLICATION-FORM.pdf:15:Tees Dock turning circle - dredge - Capital dredging of the Tees Dock turning cirlce

MLA_2020_00506-APPLICATION-FORM.pdf:16:Capital dredging of the Tees Dock turning circle is required to deepen it from an existing

MLA_2020_00506-APPLICATION-FORM.pdf:16:proposed to be dredged from the Tees Dock turning circle.

MLA_2020_00506-APPLICATION-FORM.pdf:16:It is anticipated that dredging of the turning circle would take approximately two weeks.

MLA_2020_00506-APPLICATION-FORM.pdf:19:turning circle which was been included as a separate activity) is predicted to be

MLA_2020_00506-Licence Document (Marine)-58.pdf:6: 187,000m3 from Tees Dock turning circle and 715,000m3

MLA_2020_00506-Licence Document (Marine)-58.pdf:6: circle -

MLA_2020_00506-Licence Document (Marine)-58.pdf:7:Site 2 - Tees Dock turning circle - dredge

MLA_2020_00506-Licence Document (Marine)-58.pdf:7:Site location Tees Dock turning circle

MLA_2020_00506-Licence Document (Marine)-58.pdf:7:Activity 2.1 - Capital dredging of the Tees Dock turning circle

MLA_2020_00506-Licence Document (Marine)-58.pdf:7:Activity location Tees Dock turning circle, See coordinate schedule 2.

MLA_2020_00506-Licence Document (Marine)-58.pdf:7:Description Capital dredging of the Tees Dock turning circle is required

MLA_2020_00506-Licence Document (Marine)-58.pdf:7: Tees Dock turning circle.

MLA_2020_00506-Licence Document (Marine)-58.pdf:7:Programme of works It is anticipated that dredging of the turning circle would

MLA_2020_00506-Licence Document (Marine)-58.pdf:7: that from the Tees Dock turning circle which was been

MLA_2020_00506-EA_MLA2020005062_OFFICIAL_301122.pdf:1:DOCK TURNING CIRCLE. DREDGE AN ADDITIONAL 416,000M3 OF CLAY FROM

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: PHASE 1 TURNING CIRCLE

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: TURNING CIRCLE

MLA_2020_00506-Marine Coordinate Schedules-44.pdf:2:Tees Dock turning circle - dredge

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: • Tees Dock turning circle

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: • Tees Dock turning circle – to be

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

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

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

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

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

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

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

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.

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

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

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

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

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

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)

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.

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:243: Circle - 0m, 1m,

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

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

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

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

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

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.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:195: in the turning circle.

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

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:196: turning circle at its current dredge levels.

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.

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?

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

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

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

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

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

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

MLA_2020_00506-MMO VARIATION OBJECTION_S_Rennie.pdf:1:new turning circle, capital dredging of the channel and

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

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

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.

R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000043_C01.pdf:1: Individual Pit Area = Circle with 1.2m dig.

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:15: (APPROX.) (APPR m TURNING CIRCLE

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

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: TURNING CIRCLE

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: PHASE 1 TURNING CIRCLE

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: TURNING CIRCLE

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

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.

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).

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

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

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:11: circle.

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.

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.

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

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.

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: PHASE 1 TURNING CIRCLE

R-2020-0685-ESM-OFFICER REPORT.pdf:30:by the dredging activities (including within the turning circle) is estimated to be

R-2020-0685-ESM-OFFICER REPORT.pdf:54: Tees Dock turning circle and approach channel and to create a berth

R-2020-0685-ESM-OFFICER REPORT.pdf:54: Tees Dock turning circle.

R-2020-0685-ESM-OFFICER REPORT.pdf:59: circle, a section of the existing approach channel and to create a berth

R-2020-0685-ESM-OFFICER REPORT.pdf:60: Tees Dock turning circle and approach channel and to create a berth

R-2020-0685-ESM-OFFICER REPORT.pdf:60: Tees Dock turning circle. Therefore, there will be no impact upon

R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf:2: circle within the existing navigational channel and within the proposed berth pocket.

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

R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf:6: Circle - 0m, 1m,

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

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

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

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

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.

R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:65: South Bank Wharf Channel and Berth Pocket Turning Circle

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

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

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

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

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)

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

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.

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

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

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

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.

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.

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

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

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

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

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:25:regime within the turning circle was predicted.

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:6:Figure 7: Example Swept Paths – Tees Dock Turning Circle ……………………………………………………….. 19

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

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

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:27: Figure 7: Example Swept Paths – Tees Dock Turning Circle

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

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.

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:65: in the turning circle.

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:65: • It was questioned whether the turning circle would be dredged? If the

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

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:65: the turning circle is not dredged the existing Teesport regulations will

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:66: turning circle at its current dredge levels.

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:71: • Collision risk highest in vicinity of Tees Dock and turning circle.

R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:75: • Svitzer questioned if project vessels will utilise the turning circle?

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)

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

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

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

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.

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

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

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

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.

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

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

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

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

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

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

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.

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.

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.

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

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.

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

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.

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)

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

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

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)

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

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

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

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

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.

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).

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).

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

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

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: PHASE 1 TURNING CIRCLE

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

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

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: TURNING CIRCLE

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

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.

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

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)

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.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:26:at the Tees Dock turning circle).

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

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

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.

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

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,

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:23:change in the Tees Dock turning circle.

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

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

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

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.

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

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

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: • Tees Dock turning circle

R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: • Tees Dock turning circle – to be

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

R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf:6:jetties, capital dredging (to deepen the Tees Dock turning circle and approach

R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf:7: wharf and two jetties, capital dredging (to deepen the Tees Dock turning circle and

R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf:8: • capital dredging (to deepen the Tees Dock turning circle and approach

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

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

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

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.

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

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

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

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.

R-2022-0205-SC-Screening Opinion Response.pdf:2:impeded. This position would also leave the turning circle between the jetty and onshore

R-2022-0205-SC-Screening Opinion Report.pdf:3:position would also leave the turning circle between the jetty and onshore structure free

R-2022-0205-SC-Screening Opinion Report.pdf:7:position would also leave the turning circle between the jetty and onshore structure free

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

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

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

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

R-2022-0050-FFM-0050 Off Rep.pdf:6:utilise the existing car parks that encircle the main building to the north and

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

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

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

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

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

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf:17:Highlighted closest residential properties circled in red below.

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

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

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;

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;

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

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.

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

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

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

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

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

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

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.

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.

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

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

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

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

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter D - Noise & Vibration - Dec 2020.pdf:12:Highlighted closest residential properties circled in red below.

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

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;

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;

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

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.

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.

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.

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

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

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

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

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

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

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

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

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

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

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

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

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

20210119 MLA202000507 Tees South Bank Quay CP advice + JPQC.pdf:1: • capital dredging of sand (170,000m3) for the Tees dock turning circle;

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,

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

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:6: PHASE 1 TURNING CIRCLE

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: TURNING CIRCLE

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:17: PHASE 1 TURNING CIRCLE

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: TURNING CIRCLE

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

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

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)

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:55: turning circle and Tees Dock) derived from

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

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

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.

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

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

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

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.

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

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

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

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

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

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

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.

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.

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.

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

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.

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

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.

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).

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.

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

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

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

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.

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.

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

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

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:215:regime within the turning circle was predicted.

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).

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).

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

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.

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)

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

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

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)

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

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

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

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

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

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.

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.

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

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.

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

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

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

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.

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.

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

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

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.

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

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)

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.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:515:at the Tees Dock turning circle).

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

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

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:532: circle.

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.

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.

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

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,

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:573:change in the Tees Dock turning circle.

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

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

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

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.

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

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

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: • Tees Dock turning circle

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: • Tees Dock turning circle – to be

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

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

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

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

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

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

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

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.

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

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

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

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

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

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)

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.

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:243: Circle - 0m, 1m,

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

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

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

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.

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.

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.

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.

MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf:15: Turning Circle

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:17: PHASE 1 TURNING CIRCLE

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: TURNING CIRCLE

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

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

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)

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:55: turning circle and Tees Dock) derived from

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

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

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.

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

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

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

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.

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

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

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

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

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

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

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.

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.

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.

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

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.

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

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.

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).

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.

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

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

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

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.

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.

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

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

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:215:regime within the turning circle was predicted.

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).

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).

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

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.

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)

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

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

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)

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

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

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

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

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

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.

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.

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

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.

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

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

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

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.

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.

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

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

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.

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

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)

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.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:515:at the Tees Dock turning circle).

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

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

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:532: circle.

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.

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.

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

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,

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:573:change in the Tees Dock turning circle.

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

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

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

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.

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

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

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

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

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

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

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.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:195: in the turning circle.

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

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

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:196: turning circle at its current dredge levels.

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.

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?

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

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

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

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

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

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

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

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

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

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

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)

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

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

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

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.

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

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

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

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.

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

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

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

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

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

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

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.

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.

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.

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

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.

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

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.

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).

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.

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

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

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

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.

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.

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

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

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

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

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.

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).

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).

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

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.

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)

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

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

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)

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

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

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

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

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

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.

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.

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

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.

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

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

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

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.

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.

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

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

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.

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

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)

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.

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).

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

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

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

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

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.

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.

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.

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

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,

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.

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

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

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

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.

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

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

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

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:3: • Tees Dock turning circle

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:3: • Tees Dock turning circle – to be

R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:3: • Tees Dock turning circle – to be maintained at

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

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

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.

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

R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf:2: circle within the existing navigational channel and within the proposed berth pocket.

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

R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf:6: Circle - 0m, 1m,

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

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: • Tees Dock turning circle

R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: • Tees Dock turning circle – to be

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

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.

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

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

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

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.

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.

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

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

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

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

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:25:regime within the turning circle was predicted.

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1380_P01.pdf:1: PHASE 1 TURNING CIRCLE

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:6: PHASE 1 TURNING CIRCLE

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: TURNING CIRCLE

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.

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

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)

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.

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:26:at the Tees Dock turning circle).

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

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

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: TURNING CIRCLE

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

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:6:Figure 7: Example Swept Paths – Tees Dock Turning Circle ……………………………………………………….. 19

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

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

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:27: Figure 7: Example Swept Paths – Tees Dock Turning Circle

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

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.

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:65: in the turning circle.

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:65: • It was questioned whether the turning circle would be dredged? If the

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

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:65: the turning circle is not dredged the existing Teesport regulations will

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:66: turning circle at its current dredge levels.

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:71: • Collision risk highest in vicinity of Tees Dock and turning circle.

R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:75: • Svitzer questioned if project vessels will utilise the turning circle?

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

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

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

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.

R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:65: South Bank Wharf Channel and Berth Pocket Turning Circle

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

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

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

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

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)

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

R-2020-0684-ESM-Officer Report 0684.pdf:30:by the dredging activities (including within the turning circle) is estimated to be

R-2020-0684-ESM-Officer Report 0684.pdf:54: Tees Dock turning circle and approach channel and to create a berth

R-2020-0684-ESM-Officer Report 0684.pdf:54: Tees Dock turning circle.

R-2020-0684-ESM-Officer Report 0684.pdf:59: circle, a section of the existing approach channel and to create a berth

R-2020-0684-ESM-Officer Report 0684.pdf:60: Tees Dock turning circle and approach channel and to create a berth

R-2020-0684-ESM-Officer Report 0684.pdf:60: Tees Dock turning circle. Therefore, there will be no impact upon

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.

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

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.

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

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.

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).

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.

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

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,

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:23:change in the Tees Dock turning circle.

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

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

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

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.

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

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

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

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

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

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:11: circle.

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.

R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf:6:jetties, capital dredging (to deepen the Tees Dock turning circle and approach

R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf:7: wharf and two jetties, capital dredging (to deepen the Tees Dock turning circle and

R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf:8: • capital dredging (to deepen the Tees Dock turning circle and approach

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.

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)

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

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

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)

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

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

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

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

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:3: PHASE 1 TURNING CIRCLE

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

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

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: TURNING CIRCLE

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

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

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

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

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.

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).

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).

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

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)

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

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

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

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.

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

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

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

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.

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

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

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

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

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

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

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.

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.

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.

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

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.

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.

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,

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

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.

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

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

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

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

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

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

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

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

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

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

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.

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